Thane DSR 2010-2011.pdf

GOVERNMENT OF MAHARASHTRAPUBLIC WORKS DEPARTMENT

MUMBAI ( P. W. ) REGION, MUMBAI

THANE

DISTRICT SCHEDULE OF RATES

2010-2011

SUPERINTENDING ENGINEER THANE (PW) CIRCLE THANE

All rights reserved, No Part of this publication maybe reproduced, or transmitted, in any form or by

any means, without the prior permission in writing.

FROM TO1 1 4

2

2.1 Bd-A Excavation 5 6

2.2 Bd-B Pile Foundation 7 11

2.3 Bd-C Structural Steel Work 12 13

2.4 Bd-E Plain Cement Concrete 14 15

2.5 Bd-F Reinforced Cement Concrete 16 20

2.6 Bd-G Brick Masonry 21 22

2.7 Bd-H Stone Masonry 23 24

2.8 Bd-I Block Masonry 25 25

2.9 Bd-J Water Proofing 26 30

2.10 Bd-K Expansion Joints 31 31

2.11 Bd-L Plastering & Pointing 32 35

2.12 Bd-M Paving, Flooring & Dado 36 44

2.13 Bd-N Wood Finishes 45 46

2.14 Bd-O Oil Painting 47 49

2.15 Bd-P Colour / white washing & Distempering 50 51

2.16 Bd-Q Wood Work 52 54

2.17 Bd-R Roofing & Ceiling 55 59

2.18 Bd-T Doors & Windows 60 83

2.19 Bd-U Iron Works 84 84

2.20 Bd-V Water Supply & Sanitary Fittings 85 1032.21 Bd-W Miscellaneous 104 114

3.1 Rd -Road Earth Work 115 118

3.2 Rd -Road W.B.M. Surfacing 118 122

3.3 Rd -Road Asphalt Surfacing 122 127

3.4 Rd -Road Painting 128 130

3.5 Rd -Road Furniture 130 134

3.6 Rd -Road Miscellaneus Work 134 140

GENERAL NOTES

BUILDING WORKS

ROAD WORK3

District Schedule of Rates 2010-2011 - For Thane District

INDEXSR. NO. CLASSIFICATION OF ITEMS PAGE NO.

4.1 Br - Bridge Foundation 141 152

4.2 Br - Bridge Sub-Structure 152 157

4.3 Br - Bridge Super-Structure 157 167

5 168 171

6 172 176

7.1 Departmental Agencies 177 181

7.2 Private Agencies 182 188

8 189 190

9

Road Works 191 204

Bridge Works 205 214

10 215 219

11 220 236

12 237 238

14 239 239

15 Material consumption 240 257

15 258 259

17 260 260

BRIDGE WORK

SURVEY WORK7

4

CD WORK

BORING

Letter for Approval

Material Rates

Rates For Transportation

VIDEOGRAPHY

Annexure A ( Pipe)

NATIONAL HIGHWAY

Labour Rates

Abbreviations

1) 15% extra shall be added to item rates only.2) 15% extra shall be added to item rates only.3) 5% extra shall be added to item rates only.4) 10% extra shall be added to item rates only.

3

Sr. No. Rates / Unit

i) Rs. 5,200/- per M.T.ii) Rs. 1,060/- per Cu.m.iii) Rs. 29505/- per M.T.iv) Rs. 38050/- per M.T.v) Rs. 37000/- per M.T.vi) Rs. 47000/- per M.T.vii) Rs. 48000/- per M.T.

i) Rs. 35270/- per M.T.ii) Rs. 33700/- per M.T.iii) Rs. 32670/- per M.T.

iv) Rs. 39260/- per M.T.

v) Rs. 37690/- per M.T.

vi) Rs. 36660/- Per M.T.

b) While preparing the estimates, the above rates may be treated as basic rates and if any change isnoted, all calculations should be performed accordingly.

c) Vat is included in all material rates as per finance dept. Mantralaya Mumbai 400 032letter dated 30/9/2006

d) The rates to be entered in schedule 'A' of the tender should be the actual stock issue rates but shouldnot be less than above rates, difference in issue rates if any may be added or deducted as per actualrates. The overhead charges also be added or deducted to the difference in issue rates as per the casemay be. Rates for completed items are based on a minimum initial lead of 5 Km. except bitumen. Actuallead charges for lead beyond 5 Km. shall be added while framing the estimate. The rates adopted are asper market rates which includes Sales tax and other taxes.

Rs. 34974/- per M.T.

viii) Polymar Modified Bitumen PMB -70

Rs. 45774/- per M.T.

a) The rates of Bulk bitumen, CRMB & PMB for the items of bitumenious works are based on the ratesprevailing from H.P./B.P. The rates are inclusive of all taxes. Subsequent increase/decrease, if any, inthese rates shall be accounted for in the analysis of items while framing estimates.

prestressed steel 15.2 mm.

Rates for Bitumen Bitumen in bulk - 30/40Bitumen in bulk - 60/70

T.M.T. bars

vii) Crumb Rubber Modified BitumenCRMB - 55

prestressed steel 12.7 mm.

Bitumen in bulk - 80/100

Bitumen in pack drum - 30/40

Bitumen in pack drum - 60/70

Bitumen in pack drum- 80/100

Structural Steel

Schedule of Rates is based on the following basic rates of materials-Rate for following materials are at various companies web site.

Description of materialsRates for materials.

CementCrushed SandMild steel

2 For the rates in Jail premises, Mental Hospital at Thane, and Corporation areas an increase of percentageover the normal schedule of rate prescribed for the year 2010-2011 is allowed as follows :-

Mental Hospital Premises Corporation Areasi)Tribal area for building and major &minor bridges works only.

Jail Premises

Note-1 The increase in rates as above should be applicable only one at a time e.g. if Jail and MentalHospital premises falls in Corporation area, an increase of only 15% is to be considered and not20% (i.e. 5% + 15%).

Thane (P.W.) Circle, Thane(Rates are enforced from 2010 to 2011 )

GENERAL NOTES1 Schedule of Rates prepared for the year 2010-2011 operative from 01 /11/2011 is applicable for Thane

District.

1

4

5

6

7

8

9

10

11

12

13

17

a)

b)c)

Sr.No. Specification1 Bd.C2 Bd.-F-G-H

3 Bd.L

5 Bd.O6 Bd.R Manglore Tiles roof, ridge, ceilings

Structural Steel Work, Tubular trusses.R.C.C.Mild Steel,Tor Steel reinforcement,Brick Masonry,Stone Masonary,HumePipe TranksExternal Plastering and Pointing.

4 Bd.M Flooring, Dado, Skirting, Treads (except white glazed, ceramic and marble tiles)

16 The Head load is to be considered while preparing detailed rate analysis for inaccessible area whereshifting of materials by head load is necessary.

External Painting

The floor is designated by the space contained between the virgin slabs of floors.The D.S.R. rates of items are applicable for ground floor and first floor work. For every addtionalfloor, percentage increase in rates shall be 1% per floor

The above increase is applicable for items and specification shown below.

Item

The excavation items for building & C.D. works are inclusive of normal manual dewatering . If pumping isrequired additional item for dewatering shall be introduced while framing the estimate, on BHP basis withprior permission of S.E.

18 BUILDING WORKS :-

For all completed items initial lead up to 5.00 km. is considered.

15 This schedule of rates is applicable to all building works , road works, bridges, culverts and or any civilengineering works carried out by all agencies in areas of Thane District.

While calculating part rate or reduced rate etc., necessary overhead charges, sundries etc. should beproportionately considered as per rate abstract.

14 References of P.W.D. standard specification,and M.O.R.T. & H. specification Current Edition areobligatory.

Items required for water supply and sanitary works, which are not included in this D.S.R. the C.S.R. ofMaharashtra Jeevan Pradhikaran in the district is to be adopted.

The rates of machinery hire charges shall be as per the machinery use rates of Irrigation Departmentissued by the Chief Engineer (Mech), Nasik.

The rates for items pertaining to Parks and Gardens, shall be taken from the C.S.R. of Director of the,Parks and Gardens, Mumbai.

The rates for labour and materials are included in the D.S.R. for the purpose of preparing rate analysis.The labour rates shown against the completed items are based on minimum labour wages as per letterdated 06/08/2010 of Labour Commissioner . Whenever the item splitup in component i.e. labour, material,and machinery executed each seperately it should be ensured that the rate of completed item does notexceed the concerned item rate sanctioned in D.S.R.

Basic Rates of rubble, Khandkies, metal, Murum, Sand, aggregates, bricks, earth considered in thisschedule are excluding Royalty charges. While preparing the estimates, the royalty charges shall beadded for each such items at the rate specified by Govt. of Maharashtra, Revenue & Forest deptt.

For cost towards procurement and temprary storage of water for construction purpose, provision of 1% inthe rate analysis is made. In difficult situation where water is not available in reasonable lead or wherewater charges are essentially required to be paid to local authorities etc., the assessment of cost ofprocurement of water for construction may be made on factual data. If this cost of procurement of waterrequired for construction is more than 1%, then for additional cost (i.e. more than 1%) seperate provisionshould be made in the estimate and tender papers based on actual rate analysis approved .

The completed item rates are inclusive of 1% Labour amenity charges as per Govt. P.W. Department'scircular No. DSR-1090/CR-6453/plan-3 dated 14.7.1993.

Quality control testing charges are considered in the rate analysis.are 0.50%

Items required for testing of soils, road and building materials, mix designs, Job-mix etc. the schedule oftesting charges of Superintending Engineer, Vigilance and Quality Control Circle Pune and load test, plateload test etc. the C.S.R. of Maharashtra Engineering Research Institute (MERI), Nasik shall be adopted.

2

7 Bd.T8 Bd.V9 Bd.W

19

a) .- Initial lead 50 meters.

b) .- Initial lead 50 meters.

21

b)

Rs. 22.00 / cum

e) For working out items of additional leads more than 5.00 km., the estimate should be prepared foractual leads by deducting initial lead charges of 5.00 km. for all completed items.

ii) Lift above3.00 mtr. upto 4.50 mtr. Rs. 16.50 / cum

a) The D.S.R. rates for bridge items are for works in normal conditions of site. Wherever bridges areto be constructed in special site conditions such as bridge on creek having tidal effects/in standingwater of perennial river, the detailed rate analysis shall be prepared and the same shall be gotapproved from the concerned Superintending Engineer.

Rates for excavation for Bridges/C.D. Works/Sakav are considered for initial lift of 1.50 mtr., and charges for additional lift above 1.50 mtr. shall be added as below.

i)Lift above 1.50 mtr. upto 3.00 mtr. Rs. 11.00 / cum

c) The rates of supplying R.C.C. pipes shall be adopted as per MSSIDC rate contract, plus 10%overhead charges while preparation of estimates.

iii Lift above 4.50 mtr. upto 6.00 mtr.

c) For Bituminious construction works no lead for asphalt is considerd and for metal/aggregates 5.00Km.initial lead is considered.

d) For all items of cement concrete, plain or reinforced cement concrete, stone masonary the initiallead for metal, sand, stone, cement & steel is considered as 5.00 km.

20 For E.G.S. works like earthwork in embankment, Items following the specifications mentioned in Rd-13Page No.194 shall invariably be used while framing the estimate.

iii) Lift above 4.50 mtr. upto 6.00 mtr. Rs. 22.00 /cum.

ROAD WORK, BRIDGES AND C.D. WORKS :-For framing the various rates in D.S.R. following leads are considered unless otherwisespecifically mentioned in the items -

For items of supplying stone metal, Rubble(15cm. to 23cm.) Supplying soft/Hard murum & earth forembankment

f) For Rates of excavation items as per standard specification of Bd-A charges for additional liftabove 1.50 m. shall be added as below.

i) Lift above 1.50 mtr. upto 3.00 mtr. Rs. 11.00 /cum.

ii) Lift above 3.00 mtr. upto 4.50 mtr. Rs. 16.50 /cum.

d) For the items required to be carried out in the respective floors other than those mentioned above, theD.S.R. rates of item are applicable for ground & first floor work,. For every additional floor percentageincreased in rates shall be 0.35 % per floor.

Note : The increases in rates as above shall be on DSR item rates only.e) The percentage increase to be applied for items like water proofing treatment, storage tank,

parapet wall with coping, stair case, Liftroom with slab and water proofing treatment, plastering,painting to be carried out in the terrace will be at the rate of floor next below.

Weather sheds, Replacing external window shutters using scaffolding.Soil, waste, Vent and Rain water pipes and mild steel tanks.External Guniting.

3

22

a)

b)

c)

23

c)Place : Thane

Dated

b) Lead charges are given in the statement C-1 for major items such as lime, murum, earth, buildingrubble, sand, stone aggregate, soling stone, concrete blocks, timber, cement, steel, bulk asphalt,bricks, Roofing tiles, all types of flooring, R.C.C. pipes etc.

Lead charges for various material given in statement C 1, are including loading,unloading & overhead charges, hence these charges should not be seperately added.

: 30-10-2010

Statement C-2 is for loading, unloading and stacking charges.

To maintain barricades, light and flag men as necessary at either end of the construction area andat such intermediate points as directed by the Engineer and all arrangement for the traffic duringconstruction including maintenance thereof but excluding initial dressing and/ or extra treatment toshoulders/ verge and construction of temperory diversion shall be considered incidental to thework and contractor's responsibility, and no provision for the same is to be made in the estimate.

The quantities required for various finished items of work as specified are inclusive of permissiblewastage hence no separate provision shal be made while framing the estimate.

Reference of M.O.R.T. & H. Standard data book for analysis of Rates is taken for preparation ofNational Highway D.S.R.

TRANSPORTATION CHARGES :

a)

NATIONAL HIGHWAY

4

BUILDING WORKS

Completed Rate

Labour Rate

1

Lift upto 1.50 metres.

Bd. A-1 a) Cu. M. 90.00 87.00

Bd. A-2 b) hard murum Cu. M. 105.00 101.00

Bd. A-3 c) hard murum with boulders Cu. M. 119.00 116.00

2

Bd. A-4 a) Soft rock Cu. M. 244.00 222.00

Bd. A-5 b) Cu. M. 397.00 358.00

Bd. A-6 c) Cu. M. 581.00 509.00

3

Cu. M. 41.00 37.00

Bd - A : ExcavationRate for the Year

2010-2011Item No.& Item code

Spec. No.: BdA 1 to 3 Page No. 259

Excavation for foundation in ________ / old cement /lime masonry foundation including removing theexcavated materials upto a distance of 50 metresbeyond the building area and lift as specified,stacking, necessary dewatering unless providedelsewhere, preparing the bed for the foundation andrequired backfilling with available earth / murum,ramming, watering etc. complete. as directedexcluding shoring and strutting.

Description of Items Unit

Excavation for foundation in___ including removingthe excavated materials upto a distance of 50 metresbeyond the building area and lift as specified,stacking and spreading, necessary dewatering unlessprovided elsewhere, preparing the bed for thefoundation and required backfilling, ramming,watering, shoring and strutting etc. complete. asdirected.

Spec. No.: BdA 4 to 5 Page No. 259,BdA 6 to 7 Page No. 260

Spec. No.: BdA 10 Page No. 262

Lift upto 1.50 metres.

Filling in plinth and floors with approved excavatedmaterials in 15cm to 20cm layers including wateringand compaction etc. complete.

hard rock by blasting

hard rock by chiseling wedging

earth, soils of all types, sand gravel and soft murum

5

Completed Rate

Labour Rate

4

Cu. M. 141.00 37.00

5

Cu. M. 553.00 103.00

6

Cu. M. 417.00 107.00

7

Cu. M. 880.00 29.00

Bd - A : Excavation


Providing soling using 80mm size trap metal in layersof 15 cm each including filling voids with sand,ramming, watering etc. complete.

Spec.No.: Bd. A-12/Page No- 264

Providing dry trap/rubble stone soling 15 cm to 20 cmthick including hand packing and compacting etc.complete.

Spec. No.:BdA 13 Page No. 264

Filling in plinth and floors with contractor's murum in15 cm to 20 cm layers including watering, compactionetc. complete.

Providing and filling in the foundation with sand ofapproved quality including watering, compaction etc.complete.

Unit

Rate for the Year 2010-2011Item No.&

Item code Description of Items


6

Completed Rate

Labour Rate

1

i) R. M. 925.00 277.00

ii) R. M. 948.00 287.00

iii) R. M. 1108.00 306.00

iv) R. M. 1184.00 328.00

v) R. M. 1349.00 340.00

vi) R. M. 1442.00 354.00

vii) R. M. 1542.00 366.00

viii) R. M. 1629.00 359.00

ix) R. M. 1819.00 388.00

x) R. M. 2004.00 426.00

xi) R. M. 2036.00 443.00

xii) R. M. 2503.00 516.00

xiii) R. M. 2786.00 558.00

xiv) R. M. 2911.00 579.00

xv) R. M. 3708.00 610.00

xvi) R. M. 4227.00 722.00

xvii) R. M. 4461.00 748.00xviii) R. M. 4853.00 801.00

1000 mm diameter1050 mm diameter

Spec. No.:BdB -4 Page No. 270

550 mm diameter

750 mm diameter

Providing M-25 R.C.C. cast in situ bored piles of---------using minimum cement quantity at the rate of 300 Kg.per cum, each of load-capacity as per design and ofspecified diameter or as directed, placed throughsteel shell sunk to the required depth through allstrata except rock, excluding provision ofreinforcement, including placing concrete by tremiearrangement, compaction of concrete and withdrawalof steel shell etc. complete.

600 mm diameter

400 mm diameter

350 mm diameter

500 mm diameter

325 mm diameter

625 mm diameter

975 mm diameter

450 mm diameter

525 mm diameter

475 mm diameter

800 mm diameter

900 mm diameter

650 mm diameter

825 mm diameter

Bd - B : Pile Foundation

Item No.& Item code Description of Items Unit

Rate for the Year 2010-2011

7

Completed Rate

Labour Rate

2

i) R. M. 942.00 277.00

ii) R. M. 999.00 287.00

iii) R. M. 1148.00 306.00

iv) R. M. 1397.00 328.00

v) R. M. 1420.00 340.00

vi) R. M. 1485.00 354.00

vii) R. M. 1618.00 366.00

viii) R. M. 1737.00 381.00

ix) R. M. 1939.00 412.00

x) R. M. 2162.00 426.00

xi) R. M. 2281.00 443.00

xii) R. M. 2761.00 516.00

xiii) R. M. 2973.00 558.00

xiv) R. M. 3130.00 599.00

xv) R. M. 3812.00 647.00

xvi) R. M. 4295.00 722.00

xvii) R. M. 4691.00 748.00

xviii) R. M. 5069.00 801.00

3

Spec. Cu.M.

825 mm diameter

550 mm diameter

500 mm diameter

Spec. No.:BdB -4 Page No. 270

800 mm diameter

Providing & Placing cement concrete M-25 for R.C.C.cast in situ bored piles using termie arrangementincluding compaction, curing etc. complete.

Providing M-30 R.C.C. cast in situ bored piles of---------each of load-capacity as per design and of specifieddiameter or as directed, placed through steel shellsunk to the required depth through all strata exceptrock, excluding provision of reinforcement, includingplacing concrete by tremie arrangement, compactionof concrete and withdrawal of steel shell etc.complete.

975 mm diameter

625 mm diameter

600 mm diameter

350 mm diameter

900 mm diameter

1050 mm diameter

1000 mm diameter

Bd B-4 Page No. 270

325 mm diameter

525 mm diameter

450 mm diameter

750 mm diameter

650 mm diameter

400 mm diameter

475 mm diameter




Deleted

8

Completed Rate

Labour Rate

4

Spec. No. 99.00 -

5

Spec.

a) R. M. 49.00 -

b) R. M. 62.00 -

6

1) Ring Hour

364.00 364.00

2) Ring Hour

485.00 485.00

3) Ring Hour

604.00 604.00

4) Ring Hour

947.00 947.00

7 Number 29517.00 -

As directed by Engineer-In-Charge.

Providing bentonite slurry process for --------- diameterof piles etc. complete.


Chipping and dressing of the R.C.C. piles upto 0.60m.including cleaning reinforcement and removal ofdismantled materials for providing pile caps etc.complete.

Description of Items

upto 650 mm. Diameter

above 650 mm. Diameter

Carrying out load test for 1.5 times the proposed safeworking load on the pile in driven position upto 400mm diameter including construction of test cap, use ofaccessories and instruments including providinggraphs as per I.S. code or Std. Specifications anddismantling the cap etc. and cleaning the site etc.complete.

Beyond 900 mm and upto and inclusive of 1050 mm dia.

upto and inclusive of 550 mm diameter.

Chiselling through pile shells in hard strata likeboulders, soft and hard rocks including removing andstacking the loose materials etc. complete anddisposing of the unserviceable materials outside etc.complete.

Beyond 550 mm and upto and inclusive of 750 mm dia.Beyond 750 mm and upto and inclusive of 900 mm dia.


Item No.& Item code Unit


9

Completed Rate

Labour Rate

8 Number 35654.00 -

9 Number 43178.00 -

10 Number 51052.00 -

11 Number 63085.00 -

12 Number 70958.00 -


Carrying out load test for 1.5 times the proposed safeworking load on the pile in driven position above 650mm to 750 mm diameter including construction of testcap, use of accessories and instruments includingproviding graphs as per I.S. code or Std.Specifications and dismantling the cap etc. candcleaning the site complete.



Carrying out load test for 1.5 times the proposed safeworking load on the pile in driven position above 400mm to 550 mm diameter including construction of testcap, use of accessories and instruments includingproviding graphs as per I.S. code or Std.Specifications and dismantling the cap etc. andcleaning the site etc. complete.





10

Completed Rate

Labour Rate

13 Number 87393.00 -

14 Cubic Metre

- -

15 Running Metre

278.00 -

16 Running Metre

307.00 -

17 Running Metre

319.00 -

18 Running Metre

353.00 -

19 Running Metre

406.00 -

20 Number - -

21 Running Metre

- -Providing bentonite slurry process for variousdiameter of piles vide item Nos 3 to 20 above etc.complete.

Chipping and dressing of the R.C.C. piles upto 2 feet(0.60 m.) including cleaning reinforcement andremoval of dismantled materials etc. for providing pilecaps etc. complete.

Placing cement concrete M-20 for R.C.C. cast in situbored piles using tremie arrangement includingcompaction, curing etc. complete. (extra concrete)(Cement : 7.20 bags per cu.m.)

Empty boring for 425 to 500 mm dia. Bored R.C.C.cast in situ piles including withdrawal of shell, removalof earth to a distance of 50 metres etc. complete.

Carrying out load test for 1.5 times the proposed safeworking load on the pile in driven position above 900mm diameter including construction of test cap, use ofaccessories and instruments including providinggraphs as per I.S. code or Std. Specifications anddismantling the cap etc. and cleaning the site etc.complete.





Bd - B : Pile FoundationItem No.& Item code Description of Items Unit


Deleted

DeletedDeleted

11

Completed Rate

Labour Rate

1

M.T. 51085.00 4112.00

2

M.T. 50326.00 3782.00

3

M.T. 47291.00 3562.00

Providing and fabricating structural steel work inrolled sections fixed with connecting plates or anglecleats in main and cross beams, hip and jack rafters,purlins connecting to truss members and the like, asper detailed design and drawings or as directed byEngineer-In-Charge. including cutting, fabricating,hoisting, erecting, fixing in position, makingriveted/bolted/welded connections and one coat ofanticorrosive paint followed by two coats of oilpainting of approved quality and shade etc. complete.

Providing structural steel work in single stanchionscomposed of R.S.J. channel etc. with caps bases,mild steel plates, angle brackets, cleats, gussetplates, anchor bolts etc. as per detailed design anddrawings or as directed, including cutting fabrication,hoisting, erecting & fixing in position, makingriveted/bolted/ welded connection and one coat ofanticorrosive paint and over it two coats of oil paintingof approved quality and shade etc. complete.

Spec. No.:BdC - 2 Page No. 275

Providing and fabricating structural steel work inrolled sections like joist, channels, angles, tees etc.as per detailed design and drawings or as directed byEngineer-In-Charge. including cutting, fabricating,hoisting, erecting, fixing in position making riveted /bolted / welded connections with connecting plates,braces etc. and including one coat of anticorrosivepaint and over it two coats of oil painting of approvedquality and shade etc. complete.

Spec. No.:BdC -2 Page No. 275

Bd - C : Structural Steel Work




12

Completed Rate

Labour Rate

4

M.T. 59501.00 9205.00

5

Spec. CM 3.00 1.00

6

Spec. Sq.M.. 1789.00 893.00



Item No.& Item code


Providing and fixing 50 millimeter diameter heavy typegalvanized iron pipe (IS Std.) gate of approveddrawing with all fixtures and fitting in two leaves withstrong hold fast embedded in cement concrete blockat top and bottom with locking arrangement includingcutting, bending, main holes and with one coat ofprimer etc. complete.

Providing Gas or Electrical Welding as per IS std. forstructural steel sections, plates as per detaileddrawing for less than 10 mm thick section etc.complete.


Bd - C : Structural Steel Work

Providing structural steel work in trusses, other similartrussed purlins and members with all bracing, gussetplates etc. as per detailed design and drawings or asdirected by Engineer-In-Charge., including cutting,fabricating, hoisting, erecting fixing in position,making riveted/bolted/welded connection and onecoat of anticorrosive paint and over it two coats of oilpainting of approved quality and shade etc. complete.

Rate for the Year 2010-2011Unit

13

Completed Rate

Labour Rate

1

a) 1:5:10 Cu. M. 2442.00 412.00

b) 1:4:8 Cu. M. 2721.00 412.00

c) 1:3:6 Cu. M. 3060.00 412.00

d) Cu. M. 3580.00 412.00

e) Cu. M. 3850.00 412.00

2

a) Cu. M. 3643.00 412.00

b) Cu. M. 4203.00 475.00

3

a) Cu. M. 3769.00 475.00

b) Cu. M. 4030.00 475.00

M15

M20

M15

M15

Providing and casting in situ cement concrete ____ oftrap metal for coping to plinth or parapet, moulded orchamfered as per drawings or As directed byEngineer-In-Charge., roughening the exposed faces ifspecial finish is to be provided and curing etc.complete.

Spec. No.:BdE -2 Page No. 288



M20

Providing and casting in situ cement concrete ___ oftrap metal for steps, including formwork, compacting,roughening the exposed faces if special finish is to beprovided and curing etc. complete.

Providing and laying in situ cement concrete inproportion ______ of trap metal for foundation andbedding, including bailing out water manually,formwork, compacting and curing etc. complete.

Unit

Bd - E : Plain Cement ConcreteRate for the Year

2010-2011Item No.& Item code Description of Items

M20

14

Completed Rate

Labour Rate

4

a) Cu. M. 3580.00 412.00

b) Cu. M. 3850.00 475.00

5

a) Cu. M. 3800.00 412.00

b) Cu. M. 4076.00 475.00

6

Spec.IS-1489 (Part I) and Bd.E-1

a) Cu. M. 3550.00 412.00

b) Cu. M. 3820.00 412.00

M15

Providing and casting in situ cement concrete ____ oftrap metal for bed block, foundation blocks and suchother items, including bailing out water manually,formwork, compacting, roughening the exposed facesif specials finish is to be provided and curing etc.complete.

Item No.& Item code

M15

Unit




M15

M20

Bd - E : Plain Cement Concrete

M20

Providing & laying in situ cement concrete --------- oftrap/quartzite/genesis metal for foundation & beddingincluding bailing out water manually, formwork,compaction and curing.( using Portland possolonacement & flyash.) etc. complete.

Providing and casting in situ cement concrete ____ oftrap metal for plain or moulded sills, cornice jambs,block in course or architrares of required size andshape, including centering, formwork compacting,roughening the exposed faces if special finish is to beprovided and curing etc. complete.

M20


15

Completed Rate

Labour Rate

1

a) M-20 Cu. M. 3942.00 470.00

b) M-25 Cu. M. 4080.00 494.00

c) M-30 Cu. M. 4220.00 494.00

2

a) M-20 Cu. M. 3942.00 470.00

b) M-25 Cu. M. 4080.00 494.00

c) M-30 Cu. M. 4220.00 494.00

3

a) M-20 Cu. M. 4923.00 743.00

b) M-25 Cu. M. 5093.00 743.00

c) M-30 Cu. M. 5264.00 743.00

Spec. No.:BdF -1 Page No. 297


Providing and casting in situ cement concrete _____of trap metal for R.C.C. pile caps as per detaileddesigns and drawings, including bailing out watermanually, centering, formwork, compacting, finishingand curing etc. complete. (Excluding steelreinforcement)

Providing and casting in situ cement concrete ____ oftrap metal for R.C.C.. work like raft, grillage, strip,foundations and footing of R.C.C. Columns and steelstanchions, including bailing out water manually,centering, formwork, compacting, finishing and curingetc. complete. (Excluding steel reinforcement)




Bd - F : Reinforced Cement Concrete

Providing and casting in situ cement concrete ____ oftrap metal for R.C.C. columns as per detaileddesigns and drawings or As directed by Engineer-In-Charge., including centering, formwork, compacting,roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding steelreinforcement)

16

Completed Rate

Labour Rate

4

a) M-20 Cu. M. 5152.00 880.00

b) M-25 Cu. M. 5290.00 883.00

c) M-30 Cu. M. 5425.00 883.005 (A)

a) M-20 Cu. M. 6540.00 1143.00b) M-25 Cu. M. 6712.00 1143.00c) M-30 Cu. M. 6887.00 1143.00

5 (B)

a) M-20 Cu. M. 6170.00 1202.00b) M-25 Cu. M. 6340.00 1202.00c) M-30 Cu. M. 6516.00 1202.00




Providing and casting in situ cement concrete ___ of trapmetal for R.C.C. Slabs and landings upto and inclusive of15cm thickness as per detailed drawings and designs,including centering, formwork, compacting, finishing thesurface with C.M. 1:3 of sufficient minimum thickness togive a smooth and even surfaceor roughning if specialfinish is to be provided and curing etc. complete.(Excluding steel reinforcement)


Providing and casting in situ cement concrete ___ of trapmetal for R.C.C. Slabs and landings above 15cm thicknessas per detailed drawings and designs, including centering,formwork, compacting, finishing the surface with C.M.1:3 of sufficient minimum thickness to give a smooth andeven surfaceor roughning if special finish is to be providedand curing etc. complete. (Excluding steel reinforcement)



Providing and casting in situ cement concrete ____ oftrap metal for R.C.C. Beams and Lintels as perdetailed drawings and designs or as directed byEngineer-In-Charge., including centering formwork,compacting, roughening the surface if special finish isto be provided and curing etc. complete. (Excludingsteel reinforcement.)

17

Completed Rate

Labour Rate

6

a) M-20 Cu. M. 5393.00 978.00

b) M-25 Cu. M. 5568.00 978.00

c) M-30 Cu. M. 5744.00 978.00

7

a) M-20 Cu. M. 5676.00 999.00

b) M-25 Cu. M. 5854.00 999.00

c) M-30 Cu. M. 6031.00 999.00

8

a) M-20 Cu. M. 5279.00 837.00

b) M-25 Cu. M. 5410.00 837.00

c) M-30 Cu. M. 5595.00 837.00


Providing and casting in situ cement concrete ____ oftrap metal for R.C.C. waist slabs, steps and parapetas per detailed drawings for staircases, includingcentering, formwork, compacting, roughening thesurface if special finish is to be provided and curingetc. complete. (Excluding steel reinforcement)


Providing and casting in situ cement concrete _____of trap metal for R.C.C. chhajja as per detaileddesigns and drawings, including centering, formwork,compacting, roughening the surface if special finish isto be provided and curing etc. complete. (Excludingsteel reinforcement)


Providing and casting in situ cement concrete ___ oftrap metal for R.C.C. canopy as per detailed designsand drawings, including centering, formwork,compacting roughening the surface if special finish isto be provided and curing etc. complete. (Excludingsteel reinforcement).




18

Completed Rate

Labour Rate

9

a) M-20 Cu. M. 5564.00 1113.00

b) M-25 Cu. M. 5734.00 1113.00

c) M-30 Cu. M. 6010.00 1272.00

10

a) M-20 Cu. M. 6019.00 1272.00

b) M-25 Cu. M. 6197.00 1272.00

c) M-30 Cu. M. 6369.00 1272.00

11

M.T. 37966.00 3238.00M.T. 47749.00 3238.00


Item No.& Item code Description of Items


b) TMT Steel

Providing and casting in situ cement concrete ____ oftrap metal for R.C.C. pardi 75mm thick, includingcentering formwork, compacting, roughening thesurface if special finish is to be provided and curingetc. complete. (Excluding steel reinforcement)

Providing and casting in situ cement concrete ___ oftrap metal for R.C.C. fins 65 mm thick in position asshown in drawings or as directed by Engineer-In-Charge, including centering formwork, compacting,roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding steelreinforcement)

Providing and fixing in position-M.S./H.Y.S.D./T.M.T.bar reinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams, columns,canopies, staircases, newels, chajjas, lintels, pardies,coping, fins, arches, etc. as per detailed designs,drawings and schedules, including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required etc. complete.

a) Mild SteelSpec. No.:BdF -17 Page No. 306



Unit

19

Completed Rate

Labour Rate

12

Sq.M. 448.00 37.00Spec. No.:BdF -20 Page No. 307

Providing and fixing in position after hoisting precast1:2 cement mortar reinforced jali 50 mm thick ofapproved design in cement mortar 1:3 and curing etc.complete. (including 6 mm dia. mild steel barreinforcement)




20

Completed Rate

Labour Rate

1

Cu. M. 3115.00 601.00

2

Cu. M. 3383.00 713.00

3

Sq. M. 407.00 70.00

4

Cu. M. 3037.00 736.00Cu. M. 3603.00 957.00

5

Spec. Cu. M. 3056.00 513.00

Providing Second class Burnt Brick masonry incement mortar 1:6 using flyash bricks in foundationsand plinth of inner walls & external walls, includingbailing out water manually, striking joints onunexposed faces, racking out joints on exposed facesand watering etc. complete.

Bd.G1 page 313

Providing Second Class Burnt Brick masonry withconventional / I.S. type bricks in cement mortar 1:4 inhalf brick thick wall including mild steel longitudinalreinforcement of 2 bars of 6mm diameter / 2 hoop ironstrips 25mm x 1.6 mm painted with anticorrosive paintat every third course properly bent and bonded atends, scaffolding, racking out joints and watering etc.complete.

b) Curved,

Providing Second class Burnt Brick masonry withconventional / I.S. type bricks in cement mortar 1:6 infoundations and plinth of inner walls & external walls,including bailing out water manually, striking joints onunexposed faces, racking out joints on exposed facesand watering etc. complete.

Providing Second class Burnt Brick masonry withconventional/I.S.. type bricks in cement mortar 1:4including scaffolding, raking out joints and wateringand pillars ------------- as shown in the drawings etc.complete.

Spec. No.:BdG -5 Page No. 315

Providing Second Class Burnt Brick masonry withconventional/I.S. type bricks in cement mortar 1:6 insuperstructure, including striking joints, racking outjoints, watering and scaffolding etc. complete.


a) Rectangular or square,



Bd - G : Brick Masonry

Unit



21

Completed Rate

Labour Rate

6

Spec. Cu. M. 3172.00 607.00

7

Spec. Sq. M 425.00 70.00

8

Spec.

Cu. M. 3114.00 736.00Cu. M. 3677.00 957.00

Providing Second class Burnt Brick masonry incement mortar 1:6 using flyash bricks insuperstructure including striking joints racking outjoints watering and scaffolding etc. complete.

Bd.G5 page 315

Providing Second class Burnt Brick masonry incement mortar 1:4 using flyash bricks includingscaffolding raking joints and watering in pillar of --------------- as shown in the drawing etc. complete.

Item No.& Item code

Bd - G : Brick MasonryRate for the Year

2010-2011UnitDescription of Items

Providing Second class Burnt Brick masonry incement mortar 1:4 using flyash bricks in half brickthick wall including mild steel longitudinalreinforcement of 2 bars of 6mm diameter /2 hoop ironstrips 25mm x 1.6mm at every third course, properlybent and bounded at ends scaffolding racking outjoints and watering etc. complete.

Bd.G7 page 316

Bd.G10 page 318

a) Rectangular or square,b) Curved,

22

Completed Rate

Labour Rate

1

Cu. M. 2073.00 630.00

2

Cu. M. 2240.00 716.00

3

Cu. M. 2933.00 821.00

4

Cu. M. 3286.00 889.00

5

Cu. M. 2694.00 979.00

6

Cu. M. 2749.00 980.00Spec. No.:BdH. -40 Page No. 345

Providing coursed rubble 2nd sort masonry using allstones of full height in each course of trap stones incement mortar 1:6 in external walls of plinth, includingstriking joints, raking out joints, watering etc.complete.

Providing coursed rubble masonry 1st sort of trapstones in cement mortar 1:6 in super structureincluding raking out joints on the inside whenplastering is to be done scaffolding etc. complete.

Spec. No.:BdH. -14 Page No. 333 to 334

Providing coursed rubble 2nd sort masonry using allstones of full height in each course of trap stones incement mortar 1:6 in superstructure, including rackingout joints when plastering is to be done / striking outjoints, watering and scaffolding etc. complete.

Spec. No.:BdH. -12 Page No. 333


Unit


Bd - H : Stone Masonry



Providing coursed rubble masonry 1st sort for pillar oftrap stones in cement mortar 1:6 including pointingwith cement mortar 1:3 scaffolding and watering etc.complete.

Providing uncoarsed rubble masonry of trap stones incement mortar 1:6 in foundation and plinth of innerwall, including bailing out water manually, strikingjoints on unexposed faces and watering etc.complete.


Providing uncoarsed rubble masonry of trap stones incement mortar 1:6 in superstructure, including rackingout joints when plastering is to be done / striking outjoints, watering and scaffolding etc. complete.

23

Completed Rate

Labour Rate

7

Cu. M. 1901.00 742.00Spec. No.:BdH. -6 Page No. 332


Providing random rubble masonry 2nd sort of trapstones in cement mortar 1:6 in superstructure, rakingout joints when no pointing or plastering is to be doneon the inside, watering and scaffolding etc. complete.

UnitItem No.& Item code Description of Items

Bd - H : Stone Masonry

24

Completed Rate

Labour Rate

1

Sq. M. 263.00 95.00

2

Sq. M. 530.00 146.00

3

Sq. M. 619.00 123.00

4

Sq. M. - -

Providing and laying I.S.. standard cement concretehollow block 200 x 200 x 400 mm in cement mortar1:6 for superstructure including raking out joints,when plastering is to be done/striking joints when noplastering is to be done curing and scaffolding etc.complete.

Spec. No.:BdI. -1 Page No.349


Providing and constructing 100 mm thick Siporexblock partition in cement mortar 1:4 having mortarjoint 6 mm thick including scaffolding curing etc.complete.




Providing and laying I.S.. standard cement concretehollow block 100 x 200 x 400 mm in cement mortar1:6 for superstructure including raking out joints,when plastering is to be done/striking joints when noplastering is to be done, curing and scaffolding etc.complete.

Bd - I : Block Masonry

Item No.& Item code


Providing and constructing 1:5:8 cement concretesolid block 300 x 200 x 150 mm in cement mortar 1:6for external block masonry, raking out joints, whenplastering is to be done/striking joints when noplastering is to be done, curing and scaffolding etc.complete.

Deleted

25

Completed Rate

Labour Rate

1

Sq. M. 193.00 26.00

2

Sq. M. 317.00 5.00

3

Sq. M. 81.00 12.00

4

Spec. Sq. M. 72.00 40.00

5 Providing and laying water proofing treatment of 112mm average thickness consisting of 12 mm thicklayer in cement mortar 1:3 with water proofingcompound at the rate of one kilograme per bag ofcement as base, constructing and laying brick batcoba in cement mortar 1:5 with waterproofingcompound at the rate of one kilogramme per bag ofcement and having average thickness of 80mm andfinishing with 20 mm cement plaster layer in cementmortar 1:3 with approved water proofing compound atthe rate of one kilogramme per cement bag, includingall lead, lifts and laid to proper slope to drain off waterentirely inlcuding watta at the junction of parapet andwork upto a

Bd - J : Water Proofing

Providing and applying bitumen layer at 2kg/squaremetre over terrace structural slab including cleaningthe surface for water proofing etc. complete.

Spec. No.:BdJ. -2 Page No.355

Providing and laying damp proof course 50mm thickof Shahabad Stone and bitumen etc. complete.

Providing and laying damp-proof course 50mm thickM-20 cement concrete layer and bitumen usingcement with approved water proofing compound atthe rate of 1 kg per 50 kg of cement etc. complete.



Finishing the terrace slab integrally mixed with waterproofing compound in cement mortar 1:3 proportionwith 20 mm thick layer, including curing, finishingusing approved water proofing compound at rate of 1kg per 50 kg of cement etc. complete.

Unit




26

Completed Rate

Labour Rate

Spec. Sq. M. 390.00 108.00

6

Spec. As directed by Engineer-In-Charge. Sq. M. 161.00 22.00

7

Spec. Cu.m. 100.00 88.00

8

Spec. Cu.m. 170.00 93.00

9

Spec. Cu. M. 1947.00 670.00

10

Spec. Sq. M. 219.00 103.00

Providing leak proof treatment by injection groutingmethod to old floor without removing tiles ofW.C../Bath with approved water proofing compoundof IS standard and cement solution (fine sand,cement etc.) without breaking tiles making holes,refilling and making them water tight including makinggood the damages, cleaning etc. complete.


Providing waterproofing in W.C.. and bath includingbrick bat coba in all positions consisting of specialized materials as per IS Standard and covering 7 yearsguarantee on requisite stamp paper including allleads, lifts etc. complete.

Removing existing water proofing treatment (all types)from terrace without damages to structure, levelingand cleaning the surface for providing newspecialized water proofing treatment etc. complete asdirected.



Providing waterproof bedding for flooring of bath andW.C.. 25 mm thick in cement mortar 1:3 using 1 kg ofapproved waterproofing compound of IS Std. per 50kg of cement, including leveling, curing etc. complete.

Providing waterproof plaster in W.C. and bath 20 mmthick for dado in cement mortar 1:3 with neatfinishing, floating using approved waterproofingcompound of IS Std. at the rate of one kg per 50 kg ofcement etc. complete.



height of 30 cm or as directed and, including finishingthe top layer of water proofing treatment with falsemarking of 30 x 30cm or as directed and covering thewhole treatment with seven year's guarantee, onrequisite stamp paper etc.complete.




27

Completed Rate

Labour Rate

11

Spec. Sq. M. - -

12

Spec. Sq. M. - -

13

Spec. Sq. M. 260.00 24.00


Providing and applying Polysafe-EC for externalwalls, slopping R.C.C. roofs, in three coats to avoidwater penetration, ultra-violet effects of Sun-rays,fungus development and to protect the reinforcementfrom corrosion in atmospheric effects. Cleaning thesurface of concrete by brushing with solvent andapplying Polysafe-EC chemical coating with primerand after 24 hour interval applying 1st coat, and after24 hour interval applying second, third & final coat ofapproved shade, colour, avoid smoking while paintingincluding necessary scaffolding etc. complete. (withthe permission of S. E.)

Providing water proofing treatment by Polymerizedwater proofing compound to the Water tank, W.C.. ortoilet ducts in three coats with 7 years guarantee oncourt fee stamp paper of Rs.100/- including materialsand labour and including ponding test etc. complete.(with the permission of S. E.)

Providing water proofing by Polymerized waterproofing compound to the virgin slab in 3 coats with 7years guarantee on court fee stamp paper of Rs.100/-including materials and labour and ponding test etc.complete (with the permission of S. E.)






28

Completed Rate

Labour Rate

14

Spec. Sq. M. 147.00 21.00

15

Spec. Sq. M. 400.00 33.001)

2)

Providing water proofing treatment as per IS 1346-1966 to generally inaccessible sloping R.C.C. terraceslab with bitumen filler in all positions in five coarseconsisting of applying cold bitumen primer coat at therate of 2.50 litre/10 sq.m. hot bitumen layer at the rateof 14.50 kg/ 10 sq.m. and over the same layer ofbitumen feit of type III grade as per IS 1332-1965across slope with 10 cm overlap commencing at thelowest level and again applying hot bitumen coarse atthe rate of 14.50 kg/10 sq m. and finally spreadingover it grit at the rate of 14.50 kg / 10 sq.m. includingall lifts. leads and scaffoldings whenever necessarycomplete as directed with five year guarantee etc.complete.

Traceability of the sealer upto the original manufacturer for genuiness of the product.



As directed by Enginer in charge

Unit


Providing & applying required coats of a water basedEvercrete Deep Penetrating Sealer (DPS) on cementconcrete surfaces like roads, beams and columns,plastered walls, basements, roofs, potable watertanks etc. reacts with cement and penetrates theconcrete structure thereby making it resistant tochemicals / chlorides to the carbonation effect, to dustand at the same time water proofs, strengthens thetreated surface and works as curing enhancer and isenvironment friendly (voc <1%) complete with wholetreatment for concrete preservation.


Item No.& Item code

The sealer when added to ordinary Portland cement (OPC) grade 53 should solidify within 30 seconds.

29

Completed Rate

Labour Rate

16

Spec. Sq. M. 210.00 33.001)

2)

17

Spec. Sq. M. 350.00 33.00

1)


Providing and applying required coat of water based,environment friendly (voc <1%) Evercrete Enverwoodsealer to preserve natural wood by entrapping naturalmoi8sture for a longer period, increasing its surfacehardness and abrasion resistance, assisting inapplication of varnish etc. and also protect againstinsect damage complete.





Item No.& Item code


Providing & applying required coats of a water basedUV resistant Evercrete Top Seal sealant to protectnatural stone, bricks, concrete and wooden strucutresfrom water intrusin and staining due to waterpenetration and algae formation and is environmentfriendly (Voc <1%) complete.


Unit

Physically sprinkle water on treated surface the water should slide down.

30

Completed Rate

Labour Rate

1

Sq. M. 1577.00 146.00

2

Sq. M. 2176.00 183.00

3

Sq. M. 2202.00 183.00

4

Sq. M. 2968.00 273.00

Providing expansion joints in R.C.C. framed structure(interior columns) with plain premoulded bituminousfiller 25 mm thick, including fixing C.C.T.W.. battensboth faces etc. complete as directed.

Spec. No.:BdK.-1A Page No.359

Bd - K : Expansion Joints




Unit


Providing expansion joints in R.C.C. framed structure(at terrace level) with pre-moulded bituminous filler 25mm thick and 3mm thick aluminium plate as requiredbituminous poured filler fixing lead flushing on upperside and C.C.T.W. battens and inner face finishingetc. complete as directed.

Providing expansion joints in R.C.C. framed structure(at floor level) with pre-moulded bituminous filler25mm thick and 3 mm thick aluminium plate asrequired, bitumen poured filler and fixing C.C.T.W..battens on per faces etc. complete as directed.

Spec. No.:BdK.-1B Page No.359

Providing expansion joints in R.C.C. framed structure(exterior columns) with plain pre-moulded bituminousfiller 25 mm thick and 3 mm thick aluminium plate,hold fast, fixing C.C.T.W.. battens on internal face,finishing etc. complete as directed.

31

Completed Rate

Labour Rate

1

a) in cement mortar 1:3 Sq.M. 75.00 45.00

b) in cement mortar 1:4 Sq.M. 72.00 45.00

2

a) in cement mortar 1:3 Sq. M. 111.00 55.00

b) in cement mortar 1:4 Sq.M. 100.00 55.00

c) in cement mortar 1:5 Sq.M. 95.00 55.00

3

Sq. M. 132.00 69.00

4

a) in cement mortar 1:4 Sq. M. 153.00 92.00

b) in cement mortar 1:5 Sq. M. 145.00 92.00

Spec. No.:BdL.-1 Page No.367

Providing internal cement plaster 20mm thick in twocoat, ________ without neeru finish to brick masonryor concrete surface in all positions includingscaffolding, racking out joints, providing groove atjoints of stone masonry and concrete members andcuring etc. complete.




Bd - L : Plastering and Pointing

Unit



Providing internal cement plaster 20mm thick in asingle coat, in cement mortar 1:3 without neeru finishto stone masonry surface in all positions includingscaffolding, racking out joints, providing groove atjoints of stone masonry and concrete members andcuring etc. complete.

Providing internal cement plaster 12mm thick in asingle coat, ______without neeru finish to concrete orbrick surface in all positions including racking outjoints, scaffolding and curing etc. complete.

Providing internal cement plaster 6mm thick in asingle coat _________ without neeru finish toconcrete surface in all position including scaffoldingand curing etc. complete.

32

Completed Rate

Labour Rate

5

Sq. M. 208.00 122.00

6

Sq. M. 277.00 157.00

7

Sq. M. 238.00 136.00

8

Sq. M. 252.00 136.00

Providing cement plaster 25mm thick in two coat, incement mortar 1:4 without neeru finish to concretebrick or stone surface in all positions including rackingout joints, scaffolding and curing etc. complete.

Providing sand face plaster externally in two coatsusing approved screened sand in all positions,including providing base coat of 15 mm thick incement mortar 1:4 mixing approved water proofingcompound at the rate of 1 kilogramme / 50 kg ofcement and curing the same for not less than twodays and keeping the surface of base coat rough toreceive the sand faced treatment 8 mm thick incement mortar 1:4 and finishing the surface by takingout grains and curing for 14 days including preparingthe surface and scaffolding etc. complete.








Providing rough cast cement plaster externally in twocoats with coloured cement finish to concrete / brick /stone masonry in all positions with base coat of 12 to15 mm thick in cement mortar 1:4 mixing approvedwater proofing compound at the rate of 1 kg/50kg ofcement and over it rough cast treatment 12 mm thickin proportion 1:11/2:3 including racking out joints,scaffolding and forteen days curing etc. complete.

Providing rough cast cement plaster externally in twocoats to concrete / brick / stone masonry in allpositions with base coat of 12 to 15 mm thick incement mortar 1:4 mixing approved water proofingcompound at the rate of 1Kg / 50Kg.of cement andover it rough cast treatment 12 mm thick in proportion1:11/2:3 including racking out joints, scaffolding andforteen days curing complete.


33

Completed Rate

Labour Rate

9

Sq. M. 25.00 15.00

10

Sq. M. 25.00 19.00

11

Sq. M. 334.00 197.00

12

Sq. M. 66.00 55.00

13

Sq. M. 56.00 55.00

14

Sq. M. 106.00 98.00

15

Sq. M. 93.00 78.00

Providing exterior stone-crete facing of approvedcolour and dressing with base coat of 12 to 15mmthick in cement mortar 1:3 using approved waterproofing compound at the rate of 1 Kilogramme / 50kg. of cement to brick/stone/concrete surface in allpositions including final coat for stone-crete facing ofthickness not less than 12 mm. in cement mortar 1:3using coloured pigment including racking out joints,scaffolding and curing for fourteen days etc.complete.





Providing neeru finish to plaster surface for providingneeru finishing to ceiling including scaffolding andcuring etc. complete.

Providing weathered pointing with cement mortar 1:3stone/brick masonry including scaffolding and curingetc. complete.

Providing tuck pointing with cement mortar 1:3 forstone/brick masonry including scaffolding and curingetc. complete.


Providing flush grooved pointing with cement mortar1:3 to brick masonry including scaffolding and curingetc. complete.


Providing neeru finish to plaster surface in all positionincluding scaffolding and curing etc. complete.




Providing flush grooved pointing with cement mortar1:3 to stone masonry including scaffolding and curingetc. complete.



34

Completed Rate

Labour Rate

16

Sq. M. 66.00 55.00

17

Sq. M. 100.00 55.00

18

Sq. M. 134.00 92.00

19

Sq. M. 246.00 162.00

20

Spec. Sq. M. 350.00 73.00


Providing internal cement plaster 20mm thick in a twocoat in c.m.. 1:4 without neeru finish to brick sufaceincluding scaffolding and curing complete usingPortland pozzolona cement and flyash etc. complete.


Providing and fixing chicken wire mesh (ReferenceIS: 3150-1982 )of 19 size of aperture at the junction ofR.C.C members and brick work, of approved qualityincluding fixing mesh in position by necessary nailingin concrete or/B.B. masonry and or tying by bindingwire etc. complete.

Spec. No.: BdL.-3 Page No.368and IS1489



Providing sand face plaster externally in two coatsusing approved screened sand in all positions,including preparing the surface, providing base coatof 15 mm thick in cement mortar 1:4 mixing approvedwater proofing compound at the rate of 1 kilogramme/ 50 kg of cement, curing the same for not less thantwo days, keeping the surface of base coat rough toreceive the sand faced treatment 8 mm thick incement mortar 1:4 and finishing the surface by takingout grains, curing for 14 days, scaffolding etc.complete, using Portland Pozzolana Cement & Flyashetc. complete.

Spec. No.: BdL.-7 Page No.369and IS1489

Providing 'V' groove pointing with cement mortar 1:3to stone masonry/brick masonry including scaffoldingand curing etc. complete.

Unit


Providing internal cement plaster 12mm thick in asingle coat in c.m.. 1:3 without neeru finish to bricksurface including scaffolding and curing completeusing Portland pozzolona cement and flyash etc.complete.

Spec. No.:BdL.-2 Page No.367and IS1489

35

Completed Rate

Labour Rate

1

a) 25mm to 30mm thick Sq. M. 282.00 76.00

b) 40mm to 50mm thick Sq. M. 302.00 77.00

2

Sq. M. 239.00 71.00

3

a) 30 cm. x 30 cm. Sq. M. 455.00 96.00

b) 55 cm. x 55 cm. Sq. M. 482.00 96.00

4

a) 30 cm. x 30 cm. Sq. M. 432.00 96.00

b) 55 cm. x 55 cm. Sq. M. 483.00 96.00

Providing and laying in position polished TandurStone flooring------- of approved quality 25mm to30mm thick in plain/diamond pattern on a bed ofcement mortar 1:6 including cement float, filling jointswith neat cement slurry, curing, polishing andcleaning etc. complete.

Spec. No.:BdM.-1 Page No.379

Providing and laying rough Shahabad Stone Flooring25mm to 30mm thick on a bed of sand includingcement float, pointing in cement mortar 1:3, curingand cleaning etc. complete.


Providing and laying in position polished ShahabadStone flooring-------- of approved quality 25mm to30mm thick in plain/diamond pattern on a bed ofcement mortar 1:6 including cement float, filling jointswith neat cement slurry, curing, polishing andcleaning etc. complete.

Providing and laying rough Shahabad Stone Flooring ---------------------- and 30cm wide in plain/diamondpattern on a bed of cement mortar 1:6 includingcement float, pointing in cement mortar 1:3, curingand cleaning etc. complete.





Bd - M : Paving, Flooring and Dado

36

Completed Rate

Labour Rate

5

a) 30 cm. x 30 cm. Sq. M. 716.00 96.00b) 55 cm. x 55 cm. Sq. M. 754.00 96.00

6

Sq. M. 495.00 107.00

7

Sq. M. 470.00 116.00

8

Sq. M. 788.00 116.00

9

a) 40mm Sq. M. 210.00 80.00b) 50mm Sq. M. 243.00 80.00

Providing and laying in position skirting or dado ofpolished Tandur Stone slab of approved quality 25mm to 30mm thick on plaster in cement mortar 1:4,including cement float, filling joints with neat cementslurry, curing polishing and cleaning etc. complete.



Providing and laying in position skirting or dado ofpolished Kota Stone slab of approved quality 25mmto 30mm thick on plaster in cement mortar 1:4,including cement float, filling joints with neat cementslurry, curing polishing and cleaning etc. complete.

Providing and laying cement concrete flooring --------mm thick with cement concrete M-25 laid to properline, level and slope in alternate days includingcompaction, filling joints marking lines to giveappearance of tiles 30cm x 30cm or other approveddesign, finishing smooth (with extra cement) inapproved colour as directed and curing etc. complete.



Providing and laying in position polished Kota Stoneflooring--------- of approved quality 25mm to 30mmthick in plain/diamond pattern on a bed of cementmortar 1:6 including cement float, filling joints withneat cement slurry, curing, polishing and cleaning etc.complete.




Providing and laying in position skirting or dado ofpolished Shahabad Stone slab of approved quality25mm to 30mm thick on plaster in cement mortar 1:4,including cement float, filling joints with neat cementslurry, curing polishing and cleaning etc. complete.


37

Completed Rate

Labour Rate

10

a) Sq. M. 694.00 199.00b) 300 x 300 mm Sq. M. 719.00 199.00

11

a) 148.5x148.5mm/200 x 100 m/300x200mm Sq. M. 750.00 199.00b) 300 x 300 mm Sq. M. 770.00 199.00

12

a) 148.5x148.5mm/200 x 100 mm/300x200mm Sq. M. 750.00 230.00b) 300 x 300 mm Sq. M. 770.00 386.00

13

a) 148.5x148.5mm/200 x 100 mm /300x200mm Sq. M. 807.00 248.00b) 300 x 300 mm Sq. M. 822.00 248.00


Providing and laying white glazed tiles of ---------------------------in size and 5 to 6 mm thick for flooring inrequired positions and laid on a bed of cement mortar1:4 including neat cement float, filling joints with whitecement slurry, curing and cleaning etc. complete.(Including all specials required like round edge titles,corner cups ,etc.) (with white cement)


Providing and fixing white glazed tiles of -----------------------in size and 5 to 6 mm thick for dado and skirting inrequired positions on plaster of cement mortar 1:4including neat cement float, including filling joints withwhite cement slurry, curing and cleaning etc.complete. (Including all specials required like roundedge titles, corner cups, etc)

148.5x148.5mm/ 200 x 100mm//300x200mm






Providing and fixing coloured glazed tiles of --------------------- in size and 5 to 6 mm thick for dado and skirtingin required positions on plaster of cement mortar 1:4including neat cement float, including filling joints withwhite cement slurry, curing and cleaning etc.complete. (Including all specials required like roundedge titles, corner cups, etc)

Providing and laying coloured glazed tiles of --------------------- in size and 5 to 6 mm thick for flooring inrequired positions and laid on a bed of cement mortar1:4 including neat cement float, filling joints with whitecement slurry, curing and cleaning etc. complete.(Including all specials required like round edge titles,corner cups, etc)

38

Completed Rate

Labour Rate

14

a) 60x60cm. Sq. M. 954.00 210.00

b) 45x45cm. Sq. M. 927.00 210.00

c) 30x30cm. Sq. M. 889.00 210.00

d) 20x20cm. Sq. M. 822.00 210.00

15

a) 60x60cm. Sq. M. 982.00 210.00

b) 45x45cm. Sq. M. 982.00 210.00

c) 30x30cm. Sq. M. 919.00 210.00

d) 20x20cm. Sq. M. 858.00 210.00

16

a) Grey cement base Sq. M. 388.00 84.00

b) White cement base Sq. M. 451.00 83.00




Providing and laying ceramic tiles of IS Std. andapproved quality 20x20cm. size for dado and skirtingin required position with ready made adhesive mortarof approved quality in required position after makingthe wall portion in level in plaster of cement mortar1:4 including joint filling with white/colour cementslurry, cleaning, curing etc. complete.

Providing and laying------- marble mosaic 25 x 25cmand 20mm thick for flooring in required position set ona bed of 1:4 cement mortar including neat cementfloat, filling the joints with white cement slurry mixedwith approved shade of pigment to match the colourof tiles, curing, polishing and rubbing etc. completewith/without border.


Providing and fixing ceramic tiles of IS Std. andapproved quality 30x30cm. size for flooring inrequired position laid on bed of cement mortar 1:4including cement float, filling joint with white/colourcement slurry, cleaning, curing, etc. complete.


Item code Description of Items Unit

39

Completed Rate

Labour Rate

17

a) gray cement base Sq. M. 350.00 143.00

b) white cement base Sq. M. 495.00 143.00

18

Sq. M. 2068.00 88.00

19

Sq. M. 2110.00 126.00

20

Sq. M. 433.00 126.00

Providing and fixing -------------- marble mosaic 25 x25cm and 20mm thick of approved colour and pattern,white and coloured marble chips of size 6 to 20 mmfor dado and skirting in required position set on a bedof 1:4 cement mortar including neat cement float,filling the joints with white cement slurry mixed withapproved shade of pigment to match the colour oftiles, curing, polishing and rubbing etc. complete with/ without border.





Unit


Providing and laying in situ marble mosaic of 10 mmthickness with white and coloured marble chips ofsize 6 mm in coloured cement in suitable panels forflooring including under layer of 1:2:4 I.P.S.. 30 mm.thick, providing aluminium strips to form panels,leveling, compaction, curing, polishing and cleaningetc. complete.

Providing and laying machine cut white / colouredmarble slab 60 x 45 cm and 20 mm thick of approvedquality, vein and colour for flooring in required patternon a bed of 1: 6 cement mortar including neat cementfloat, filling joints with white/coloured cement slurry,curing, polishing and cleaning complete.



Providing and laying machine cut white / colouredmarble slab 60 x 45 cm and 20 mm thick of approvedquality, vein and colour for dado and skirting inrequired pattern on a bed of 1: 4 cement mortarincluding neat cement float, filling joints withwhite/coloured cement slurry, curing, polishing andcleaning etc. complete.

40

Completed Rate

Labour Rate

21

Sq. M. 463.00 233.00

22

Sq. M. 370.00 183.00

23

Spec. Sq. M. 377.00 71.00

24

a) Shahabad Sq. M. 519.00 151.00

b) Tandur Sq. M. 497.00 151.00

c) Kota Sq. M. 813.00 151.00

d) Black Kadappa Sq. M. 535.00 96.00




Providing and laying polished ----------------------- stoneslabs 25 to 30 mm thick for treads and risers for stepsand staircase in one piece with rounded nosing &engraving three lines for treads on bed of 1:4 cementmortar including neat cement float, filling joints withcement slurry, curing, polishing and cleaning etc.complete.


Providing and laying in required positions flooring oftukada mosaic (broken mosaic tile pieces) ofapproved coloured and pattern, set in a bed of 1:4cement mortar, including neat cement/colouredcement float, giving proper slopes, compaction, curingand finishing etc. complete.

Providing and laying in situ marble mosaic dado andskirting 6 mm thick with white and coloured marblechips of size upto with suitable panels on cementplaster 1:3, 20 mm thick including aluminium strips forforming panels, rounding of corners and junctionswith flooring and walls, curing, polishing and cleaningetc. complete.

Providing and fixing 1mm thick approved P.V.C.. /Synthetic tiles flooring/dado & skirting of approvedmake and quality and required size with ready madeadhesive (ISI mark quality) including cleaning surfacebefore laying, leveling the surface etc. complete.




41

Completed Rate

Labour Rate

25

Sq. M. 418.00 148.00

26

Sq. M. 2278.00 138.0027

Sq. M. 427.00 103.00

28

a) Shahabad Sq. M. 445.00 87.00b) Tandur Sq. M. 431.00 87.00c) Kota Sq. M. 743.00 87.00d) Black Kadappa Sq. M. 511.00 87.00



Providing sills, jambs and frames of polished ------------- stone 25 to 30 mm thick, on a bed of cement mortar1:4 including neat cement float, filling joints withcement slurry, curing, polishing, rounding edges,cleaning etc. complete

Providing and laying white cement based marblemosaic tiles 20 mm thick of approved colour andpattern with white and coloured marble chips of size 6to 20mm for treads and risers of steps and staircases,with nosing for the treads moulded as per drawing oras directed on a bed 1:4 including neat cement float,filling joints with neat coloured cement slurry to matchthe colour of tile, curing, polishing, and cleaning etc.complete.



Providing and laying precast polished chequeredcolour cement tiles of size 20 x 32 and 20 mm thickfor treads and riser of steps and staircase with nosingof treads moulded as per drawing or as directed onbed of 1:4 cement mortar including neat cement float,filling joints with cement slurry mixed with approvedshade of pigment to match the colour of tiles, curing,polishing and cleaning etc. complete.

Spec. No.:BdM.-33B Page No.392

Providing and laying white / approved colour marbleslabs 20 mm thick of approved quality, colour andveins, for treads and risers of steps and staircases inone piece with round nosing & engraving three linesfor treads on bed of 1:4 cement mortar includingrounded nosing for the treads, neat cement float,filling joints with cement slurry to match colour of theslabs, curing, polishing and cleaning etc. complete.(Prior approval of S.E. is necessary)



42

Completed Rate

Labour Rate

29(a)

Sq. M. 2117.00 87.00

29(b)

Sq. M. 1905.00 87.00

30

Sq. M. 632.00 203.00

31

Spec. Sq. M. 676.00 213.00

32

Spec. Sq. M.


Washing & Cleaning natural surface of stone or anykind of flooring including clearing etc. complete


Providing sills, jambs and frames of white/approvedcolour marble slabs 20 mm thick of approved quality,vein and colour with machine polished surface on abed of cement mortar 1:4 including neat cement float,filling joints with cement slurry to match the colour ofthe slabs, curing polishing and rounding edges,cleaning etc. complete. (Prior approval of S.E. isnecessary)

Providing and fixing Kadappa Stone slab for Kitchenplatform of approved type and design 40 mm thick incement mortar 1:4, including providing and fixingborder patti on front edge, filling joints, curing,cleaning etc. complete.


Providing 25 to 30 mm thick partitions of polishedblack Kadappa stone of approved shape, quality andcolour for urinals including cutting holes of requiredsizes in appropriate places to receive pipes etc.,fixing in the cement mortar 1:3, curing and cleaningetc. complete.

Providing sills, jambs and frames of white/approvedcolour marble slabs 18 mm thick of approved quality,vein and colour with machine polished surface on abed of cement mortar 1:4 including neat cement float,filling joints with cement slurry to match the colour ofthe slabs, curing polishing and rounding edges,cleaning etc. complete. (Prior approval of S.E. isnecessary)






Deleted

43

Completed Rate

Labour Rate

33

Spec. Sq. M. 39.00 37.00

34

Spec. Sq. M. 23.00 22.00

35

Spec. Sq. M. 85.00 26.00

36

Spec. Sq. M.

37

Sq. M. 390.00 84.00

38

Spec. a) Sq. M. 956.00 255.00b) Sq. M. 1560.00 255.00


Providing and fixing precast heavy duty inter lockedconcrete paving block of 60 mm thickness having astrength of 300 kg/sq.mt.. of approved quality andshape on a bed of grit / sand of 65mm thick withC.M.1:4,striking joints, including neat cement floatfilling joints with coloured cement slurry all labourmaterial and cleaning etc. complete.

Providing and fixing Vitrified tiles of IS Std. and approved quality ______ cm size for flooring in required position laid on bed of cement mortar 1:4 including cement float, filling joint with white/colour cement slurry, cleaning, curing, etc. complete.

Providing and laying flooring of gray cement based marble mosaic tiles of 25 x 25cm on a bed of & [1:11/2] lime mortar / 1:6 cement M. including neat cement float, filling joints with near cement slurry, curing, polishing, & cleaning without boarder / with border, using 20 to 40 percent flyash etc. complete.

As directed by Engineer-In-Charge.600 mm x 600 mm900 mm x 900 mm


Providing wax polishing to floors and dado,preparing the surface, scaffolding etc. complete. (S.E.'s prior permission essential.)


Providing hand polishing to dado, skirting including cleaning, washing etc. complete as directed.


Unit





Providing machine polishing to cement/marble mosaictiled flooring or any other type of flooring includingcleaning, washing, etc. complete as directed.

44

Completed Rate

Labour Rate

1

a) Sq. M. 9.00 5.00

b) Sq. M. 14.00 6.00

2

Sq. M. 22.00 19.00

3

Sq. M. 15.00 9.00

4

Sq. M. 29.00 25.00

5

Sq. M. 49.00 32.00

6

Sq. M. 14.00 6.00

Spec. No.:BdN.-1.1 Page No.399


Providing and applying French polishing for requiredfinish on previously polished wood, including knotting,preparing the surface, scaffolding etc. complete asdirected.





Providing and applying boiled linseed oil in------------coat to old wood work including knotting, preparingthe surface, scaffolding etc., complete as directed.

Providing and applying Wax polishing to the newwood work, including knotting, preparing the surface,scaffolding etc. complete as directed.

Providing and applying varnish in one coat onpreviously varnished wood work, including knotting,preparing the surface, scaffolding etc. complete.

Providing and applying French polishing to new woodwork, including knotting, preparing the surface,scaffolding etc. complete as directed.

Providing and applying Wax polishing to the old woodwork, including knotting, preparing the surface,scaffolding etc. complete as directed.

One Coat

Two Coat

Bd - N : Wood Finishes



45

Completed Rate

Labour Rate

7

a) Sq. M. 7.00 4.00

b) Sq. M. 12.00 7.00

8

Spec. Sq. M. 378.00 179.00


One Coat

Two Coat



Providing and applying coal tar in----------- coat onpreviously painted wood, including preparing thesurface, scaffolding etc. complete.

Providing and applying Melamine polish of glossy /mat required finish of approved colour to woodworkby spray machine, including knotting and preparingthe surface by scrapping, applying French polishing,scaffolding if required etc. complete. (The work to beexecuted with prior approval of SuperintendingEngineer.)


Bd - N : Wood Finishes

46

Completed Rate

Labour Rate

1

a) Two coat Sq. M. 40.00 12.00

b) Three coat Sq. M. 59.00 16.00

2

a) Two coat Sq. M. 36.00 12.00

b) Three coat Sq. M. 55.00 16.003

a) Two coat Sq. M. 39.00 12.00


4

a) Two coat Sq. M. 29.00 12.00


Unit


Item code

Spec. No.:BdO.-1. Page No.403


Providing and applying _____ of aluminium paint ofapproved make to new and old structural steel work inbuildings and workshops, including scaffolding,cleaning the surface (excluding primer coat) etc.complete.



Providing and applying _____ of lead/zinc base oilpaint/ bituminous paint of approved colour, shadeand quality to new structural steel work and iron workin buildings, including scaffolding if necessarycleaning and preparing the surface excluding primercoat etc. complete..

Providing and applying ____ of lead/zinc base oilpaint/ bituminous paint of approved colour, shadeand quality to old wood work and fibre boardspreviously painted by the surface, knotting,scaffolding if necessary scaffolding, excluding primercoat etc. complete.


Providing and applying ____ of lead/zinc base oilpaint/ bituminous paint of approved colour, shadeand quality to new wood work and fibre boardsincluding preparing the surface, knotting, scaffolding if necessary excluding primer coat etc. complete.

Bd - O : Oil Painting

47

Completed Rate

Labour Rate

5

a) Two coat Sq. M. 46.00 12.00


6

a) Two coat Sq. M. 43.00 12.00


7

a) Two coat Sq. M. 47.00 14.00


8

a) Two coat Sq. M. 28.00 13.00


Providing and applying Two coat of synthetic enamelpaint of approved colour and quality to new and oldstructural steel work and wood work in buildings,including scaffolding if necessary and preparing thesurface by solvent degreasing and de-rusting bymanual methods, preparing the surface (excludingprimer coat) etc. complete.

Providing and applying _____ of flat oil paint ofapproved colour, shade and quality to plasteredsurface including scaffolding if necessary, cleaningthe surface (excluding primer coat) etc. complete.

Providing and applying ______ of waterproof cementpaint of approved manufacture and colour to theplastered surface, including scaffolding preparing thesurface, watering for two days etc. complete.




Unit



Providing and applying _____ of flat oil paint ofapproved colour, shade and quality to the oldstructural steel work and iron work (previouslypainted) in building, including scaffolding if necessary, cleaning the surface (excluding primer coat) etc.complete.



48

Completed Rate

Labour Rate

9

Spec. Sq. M. 13.00 8.00

10

Spec. Sq. M. 14.00 5.00

11

Spec. Sq. M. 16.00 5.00

12

Spec. Sq. M. 15.00 5.00

Providing and applying one coat of seal cementprimer of approved manufacture and shade, includingscaffolding if necessary, cleaning the surface etc.complete.







Providing and applying one priming coat of approvedquality to wood and wood based surface, includingpreparing the surface by thoroughly cleaning oil,grease, dirt and other foreign matter, by sand paperand scrapping, scaffolding etc. complete.

Providing and applying one priming coat of approvedquality on concrete / masonry / Asbestos cement /plastered surfaces, including scaffolding if necessary,preparing the surface by thoroughly cleaning oil,grease dirt and other foreign matter and sandpapering etc. complete.


Providing and applying one priming coat of approvedquality, over steel and other metal surfaces, includingpreparing the surface by thoroughly cleaning oil,grease, dirt and other foreign matter with wire brush,fine steel wool and sand paper, scaffolding etc.complete.

49

Completed Rate

Labour Rate

1

Sq. M. 4.00 3.00

2

a) Two coat Sq. M. 5.00 3.00


3

a) Two coat Sq. M. 4.00 4.00


4

a) Two coat Sq. M. 27.00 8.00


Spec. No.:BdP.-5. Page No.413


Item code

Providing and applying washable oil bound distemperof approved colour, shade and quality to old/newsurface, in ______ including scaffolding, preparingthe surfaces (excluding primer coat) etc. complete.


Providing and applying colour wash of approvedcolour, shade and quality in _____ to old surface,including scaffolding, brushing and brooming downand (excluding one coat of white wash as base coatto be paid separately) etc. complete.


Providing and applying white wash of approvedquality in two coats on old/new plastered or masonrysurfaces & asbestos cement sheets, includingscaffolding and preparing the surface by brushing andbrooming down etc. complete.

Providing and applying colour wash of approvedcolour, shade and quality in _____ to new surface,including scaffolding, brushing and brooming down(excluding two coats of white wash as base coat to bepaid separately) etc. complete..

Bd - P : Colour / White washing & Distempering

Unit



50

Completed Rate

Labour Rate

5

a) Two Coat Sq. M. 47.00 10.00

b) Three Coat Sq. M. 59.00 15.00

6

Spec. Sq. M. 14.00 5.00

Rate for the Year 2010-2011UnitDescription of Items


Providing and applying primer coat of approvedquality to old/new wall surface to receive oil bounddistemper treatment, including scaffolding, preparingthe surface as directed etc. completed. (Priorapproval of S.E. shall be obtained)


Providing and applying plastic emulsion paint ofapproved colour, shade and quality to old/newsurfaces in ______, including scaffolding, preparingthe surfaces (excluding primer coat) etc. complete.

Bd - P : Colour / White washing & Distempering

Item No.& Item code

51

Completed Rate

Labour Rate

1

Cu. M. 66668.00 9641.00

2

R. M. 138.00 75.00

3

Cu. M. 62596.00 4129.00

4

R. M. 67.00 16.00

5

Cu. M. 65013.00 2865.00

6

a) 50mm Sq.M. 2949.00 45.00

b) 25mm Sq.M. 1541.00 45.00

Bd - Q : Wood Work

Item No.& Item code

Spec. No.:BdQ.-2. Page No.420

Providing and fixing country cut teak wood commonrafters, purlins and purlin cleats, hip rafters, jackrafters, ridges, wall plates, post plates and posts forroofing etc., including scaffolding if necessary, all ironwork and one primer coat etc. complete.


Providing and fixing country cut teak wood joists andgirders in timber floors of single, double or framedtype, including scaffolding if necessary and oneprimer coat etc. complete.

Providing and fixing jungle wood ballies of approvedspecies 85 mm average diameter for common rafters,purlins, ridge, hip and valley rafters, jack rafter, wallplate, post plate, posts etc., including all iron work,scaffolding if necessary and oiling in one coat etc.complete.Spec. No.:BdQ.-22. Page No.434.

Providing and fixing 100 mm dia.. country teak woodballies for king post truss of 6.00 Metre. span as perdrawings or as directed by Engineer-in-charge,including all iron work, scaffolding if necessary andoiling etc. complete.Spec. No.:BdQ.-23. Page No.435

Providing and fixing country cut teak wood planking___ mm thick for flooring planed on both sides,tongued and grooved, including scaffolding ifnecessary and one coat of primer etc. complete.


Providing and fixing country cut teak wood framedcollar beam / king post / queen post truss with all ironwork, including scaffolding if necessary and primercoat etc. complete.




52

Completed Rate

Labour Rate

7

Sq.M. 1420.00 63.00

8

Sq.M. 761.00 41.00

9

R.M. 319.00 41.00

10

R.M. 172.00 25.00

11

R.M. 413.00 63.00

12

R.M. 522.00 123.00

13

Spec. R.M. 194.00 28.00




Providing and fixing country cut teak wood plankceiling 20 mm thick planed on the underside, tonguedand grooved, including iron screws and scaffolding ifnecessary, including primer coat on underside andone coat tar on upperside etc. complete.



Providing and fixing country cut teak wood eavesboard 15 cm wide and 25 mm thick plain type,including scaffolding and primer in one coat etc.complete.

Providing and fixing country cut teak wood bargeboard 22 cm wide and 20 mm thick plain type,including scaffolding and primer in one coat etc.complete.



Providing and fixing country cut teak wood eavesplate of size 10 cm wide and 20 mm thick; includingscaffolding and primer in one coat etc. complete.

Providing and fixing in position P.V.C.. hand rail ofapproved quality as per IS Std. make and shade, asper detailed drawings or as directed by the Engineer-in-charge, including French polishing etc.complete.(50mm size)

Providing and fixing country cut teak wood two waytrellis work with battens or laths 2.5 x 1.2 cm and 5.0x 5.0 cm openings, including frame of 8.0 x 5.0 cmvertical and horizontal scantlings and one coat ofprimer etc. complete.

Bd - Q : Wood Work

Item No.& Item code


Providing and fixing in position Indian teak wood handrail of 60 x 70 mm as per detailed drawings or asdirected by the Engineer-in-charge, including Frenchpolishing etc. complete.Spec. No.:BdQ.-8. Page No.425

Unit

53

Completed Rate

Labour Rate

14

Sq.M. 1973.00 620.00

15

Sq.M. 1453.00 678.00

16

Sq.M. 675.00 83.00

17

Spec. Sq.M. 1166.00 413.00

Bd - Q : Wood Work




Providing and fixing shutter to wall cupboard madefrom 12 mm thick teak wood particle board and oneface with approved colour laminated face bonded withphenol formaldehyde synthetic resin B.W.P.. grade,including lipping, beading, iron oxidized fixtures andfastenings and painting primer one coat etc.complete.


Unit

Providing and fixing country cut teak wood skirting 20mm thick in required position and of the size shown inthe drawings, including all mouldings as per drawings,rough grounds, rawal plugs if necessary and finishingwith French polish etc. complete.


Providing and fixing 20 mm thick teak wood particleboard, faced with teak wood veneer for pelmet boxesof 150 to 200 mm wide, to door or window frames,including 20 mm diameter aluminium curtain rod withsockets and finishing with French polishing (withouttop) etc. complete.

Providing and fixing decorative teak plywood veneerlining 4 mm thick with backing of country cut teakwood frame work of battens 12 x 25 mm at 30 cmcentre to centre fixed to walls and pillars, withoutskirting and cornice as per drawings, includingnecessary iron work and finishing the exposed woodwith French polish etc. complete.


54

Completed Rate

Labour Rate

1

Sq.M. 456.00 40.00

2

Sq.M. 501.00 43.00

3

Spec. Sq.M. 187.00 16.00

4

R.M. 134.00 43.00

5

Sq.M. 491.00 31.00

Spec. No.:BdR.-1. Page No.449

Providing and fixing Mangalore tiled roofing with class"AA" tiles , including securing the last course of tilesnear the eaves with steel flats of 40 x 3 mm and fixingby 112 mm long screw and fixing of 50mm x 25mmcountry teak wood sloping battens and fixing 50 x 25mm country teak wood horizontal battens over thesloping battens including painting to all iron work andcoal tarring the battens etc. complete. (excludingridge and hip tiles)

Providing and fixing new Mangalore tiles with "AA"tiles including scaffolding to M.T. roofing excludingwood work. etc. complete.



Providing and fixing Mangalore type ridge and hiptiles class "AA" tiles, including scaffolding ifnecessary, pointing with coloured cement mortar andcuring etc. complete.


Providing and fixing galvanizing corrugated ironsheets of 0.79mm thickness (22 B.W.G..) conformingIS. 277-1969 for roofing without wind tiles, includingfastening with galvanized iron screws and bolts andbitumen washers as per drawing etc. complete.

Providing and fixing Mangalore tiled roofing with class"AA" tiles , including fixing 50 x 25 mm horizontal teakwood battens, all iron work and oiling the battens andsecuring the last course of tiles near the eaves withmild steel flats of 40 x 3 mm or 10 mm dia. steel rodand 1.22 mm thick wire painting the underside ofbattens including scaffolding if necessary etc.complete. (excluding ridge and hip tiles)

Bd - R : Roofing and Ceiling




55

Completed Rate

Labour Rate

6

Sq.M. 340.00 61.00

7

Sq.M. 387.00 32.00

8

Sq.M. 311.00 29.00

9

R.M. 299.00 61.00

10

a) 120 cm. R.M. 1976.00 143.00

b) 90 cm. R.M. 1500.00 103.00


Providing and fixing 6 mm thick asbestos cementcorrugated (Trafford) sheet roofing includinggalvanized iron J or L hook bolts, galvanized iron andbituminous washers, galvanized iron cramp bolts andnuts and scaffolding etc. complete.



Providing and fixing 6 mm thick asbestos cementcorrugated (Big size) sheet roofing conforming to I.S..459-1970, including galvanized iron J or L hook bolts,galvanized iron and bituminous washers, galvanizediron cramp bolts and nuts and scaffolding etc.complete.




Providing and fixing 6 mm thick asbestos cementridge capping for roofing conforming to I.S.. 459-1970, including galvanized iron hook bolts, galvanizediron and bituminous washers, galvanized iron crampbolts and nuts and scaffolding etc. complete.

Providing and fixing plain zinc sheeting of 1.00mmthickness (20 B.W.G..) over ridge, hip or valley forgalvanized corrugated iron sheet roofing, includingfastening with galvanized iron screws and bolts andbitumen washers as per drawing etc. complete.


Providing and fixing valley gutter of 0.79 mm thick (22B.W.G..) plain galvanized iron sheets ___ wide withteak wood planking of 20.00mm thick, including twocoats of coal tarring the upper surface of plank.(excluding painting to under side of plank) etc.complete.


56

Completed Rate

Labour Rate

11

Spec. R.M. 197.00 65.00

12

Spec. No. 48.00 37.00

13

Spec. No. 72.00 37.00

14

No. 385.00 12.00

15

No. 109.00 37.00

16

No. 70.00 16.00

17

Spec.

a) 50x25 mm. R.M. 55.00 5.00b) 25x12 mm. R.M. 21.00 5.00


Providing and fixing C.C.T.. wood battens _____ forMangalore tiled roof work with all iron works,scaffolding etc. complete.

Providing and fixing glass tiles of Mangalore type atrequired places in Mangalore tile roof, includingscaffolding, if necessary etc. complete.




Unit


Providing and fixing asbestos cement sheet of IS Std.(60cm top width) & (23 cm bottom width) & (15cmdepth) valley gutters of approved size and makeincluding drop ends, stop ends necessary fixtures andfastening the same as per code of standard practiceetc. complete.

Providing and fixing 16 mm dia.. mild steel bars upto0. 5 metre length for anchor rods with necessarythreading nuts and bolts etc. complete.


Providing and fixing 12 mm dia.. mild steel bar upto0.5 metre length for anchor rods with necessarythreading nuts and bolts etc. etc. complete.

Bd - R : Roofing and CeilingRate for the Year

2010-2011

Providing and fixing Mangalore pattern cowl ventilatortiles in the required places in a Mangalore tiled roofincluding scaffolding if necessary etc. complete.

Providing and fixing asbestos cement cowl ventilatorsin asbestos cement sheet roofing at the requiredplaces, including all accessories and scaffolding, ifnecessary etc. complete.



57

Completed Rate

Labour Rate

18

Spec. Sq.M. 1210.00 44.00

19

Sq.M. 1090.00 122.00

20

Sq.M. 949.00 125.00

21

Sq.M. 409.00 87.00

22

Sq.M. 920.00 116.00

23

Spec. Sq.M. 62.00 29.00As directed by Engineer-In-Charge.




Providing and dammering to roof with Two coat ofbitumen (on new dungree cloth one coat on eachside) including scaffolding etc. complete as directed.



Providing and fixing false ceiling of 12 mm thickacoustic boards of approved make, with shapes andsizes as per drawings, including scaffolding, allscrews and fastening and finishing etc. complete.(excluding frame work and runner )

Providing and fixing false ceiling of 15 to 20 mm thickdecorative boards of fibre plaster of paris, includingscaffolding if necessary, all architectural work likemouldings, cornices, curves, domes, cups as perdetailed drawing and three coats of spray painting toboards etc. complete. (excluding frame work, runners& mild steel suspenders) (with the permission of S.E.)

Providing and fixing false ceiling of plain asbestoscement sheets 4 mm thick, including scaffolding ifnecessary, all iron work etc. complete. (includingC.T.W. frame 70mm x\40mm & work and teak woodrunner)

Providing and fixing skylight in R.C.C. roof includingM.S. frame with all accessories and required fixturesand fastening fitting etc. complete.

Providing and fixing false ceiling of teakwood particleboard 12mm thick, including scaffolding if necessary,all iron work etc. complete.. (excluding frame workand teak wood runner )


Unit



58

Completed Rate

Labour Rate

24

Spec. Sq.M. 22.00 20.00

25

Spec. No. 714.00 93.00

26

Spec. Sq.M. 933.00 134.00

Providing and dammering to roof one coat of Bitumen(without cloth) including scaffolding etc. complete.

Description of Items UnitItem No.& Item code



Providing and fixing PVC False Ceiling consisting of600mm x 600mm, 3mm thick Plain PVC sheet usedas panel insert in a frame work made using anodizedaluminum Tee section of sizes 1” x1” (25x25mm, 19gauge or 1mm thick) in square pattern of grid sizes of2’x2’(600x600mm). The aluminum framework isSupported from the ceiling with the help of G.I. hookand G.I. wire / 6mm M.S. rods of required sizes tomaintain proper level etc. The aluminum framework issupported on side wall with the use of aluminium1”x1”(25x25mm) angles. Complete as per direction ofEngineer-In-charge, manufacturer’s specification &drawing.



Providing and fixing glasscrete roof in reinforcedconcrete member (0.05 x 0.75 meter) in size at 60centimeter, center to center with 12 millimeter thickwired glass having thickness of 6 millimeter, includingall accessories and required fixtures and fastenings,fitting etc. complete. (excluding reinforced cementconcrete member)


59

Completed Rate

Labour Rate

1

a) country cut teak wood. Cu.M. 92276.00 12475.00

b) seasoned and treated non teakwood Cu.M. 39290.00 12671.00

2

Spec. R.M. 317.00 -

3

Spec. R.M. 377.00 -As directed by Engineer-In-Charge.

Spec. No.:BdT.-2. Page No.478

Providing and fixing ______ door frame as perdrawing for second class doors without ventilators,windows, fanlights etc., including all mouldings,rebating, holdfast and finishing with one coat ofprimer etc. complete.

Providing and fixing in position precast R.C.C. (as perIS 456-2000) M-40 frames for doors / windows /louver windows of section 125 x 50 mm with two torsteel bars of 8 mm / 10 mm diameter for compressedstrength of 300 kg/square centimetre with wood likefinish having 3 numbers of 12 gauge M.S. galvanizedplates on vertical members for fixing hinges with 4numbers of threaded holes in each plate, 2 numbersof 12 mm dia. holes on horizontal top members fortower bolts, 2 numbers of 16 mm dia. holes onvertical members for fixing Aldrop or Tadi, 3 numbersof M.S. galvanized heavy duty hinges with 12numbers G.I.. machine screws of 3/16" x 3/8", 6numbers of M.S. galvanized specially designed holdfast anchored with tor steel bars of vertical membersetc. complete (with all lead) Excluding painting to theframe etc. complete.


Providing and fixing factory made precastdoor/window frames of cement concrete (as per IS-456-2000) M-40 grade of section 100 x 60 mmincluding reinforcement as per I.S.6523 withpolymeric blocks having screw holding capacity of250 kg. screw, fixed in position of R.C.C. frame as per requirement and as per specifications without fan lightincluding holdfasts, carting and erecting in positionand two coats of oil paint etc. complete.

DOOR FARMES

Bd - T : Doors & Windows



60

Completed Rate

Labour Rate

4

Spec. Kg. 381.00 176.00

5

Spec. Sq.M. 338.00 -

6

Spec. Sq.M. 3159.00 54.00

7

Spec. R.M. 265.00 18.00

8



Providing and applying coloured powder coating tothe Alluminium section as per details given ordirection etc. complete. (Colour sample to be gotapproved from Ex. Engineer before use)


Providing and making of Alluminium frame works withall necessary Alluminium sections, fixtures andfastening required screws and nuts etc. of IS Std. forouter frames, shutter frames using for Doors,windows and cupboards. (Only weight of Alluminiumsection) without powder coating, without wooden filleretc. complete.

Unit



Providing and fixing Sintex or equivalent door framesmade out of rigid PVC hollow section DWUF-405 ofsize 48 mm x 40 mm with steel reinforcement ST-22of size 22 x 18 mm, machine

Providing and fixing anodized aluminium fully glazeddoors including door frame with powder coating 5 mmthick sheet glass necessary fixtures, and fastenings,neoprene type rubber plain gaskets as per IS std. &detailed drawing etc. complete. (Sample to be gotapproved from Ex. Engineer before use)

Providing and fixing Sintex or equivalent door framesmade out of rigid PVC hollow, section DWUF-412 ofsize 38 mm x 32 mm with steel reinforcement ST-33of size 14 x 33 mm, machine cut and welded and tierod at the bottom including fixing 100 mm longexpandable screws in required number with woodenplugs fixed in walls as holdfasts and remakingdamaged surface etc. complete. (For Toilet Blocks &Windows)



61

Completed Rate

Labour Rate

Spec. R.M. 272.00 23.00

9

Spec. R.M. 389.00 17.00

10

Spec. R.M. 236.00 13.00

11

Sq.M. 3616.00 695.00

cut and welded and tie rod at the bottom includingfixing 100 mm long expandable screws in requirednumber with wooden plugs fixed in walls as holdfastsand remaking damaged surface etc. complete. (ForToilet Blocks)


Providing and fixing of PVC make frame choukhathaving size 53x60 mm. The choukhat will be attachedto the wall with the help of screws. The choukhat willbe filled with solid polymer material in all voidsnecessary for fixing the screws etc. complete.


Providing and fixing C.C.T.W. double leaf shutter forsecond class fully paneled door without fanlightadopting sections and sizes as given in the standardspecifications Volume II (1981) or as per detaileddrawing, including Iron oxidized / alluminium withpowder coating fixtures and fastenings and finishingthe wood work with one coat of primer etc. complete.


Providing and fixing Sintex or equivalent door framesmade out of rigid PVC hollow section BLR-53 of size60 mm x 53 mm with steel reinforcement ST-53 ofsize 27 x 20 mm, machine cut and welded and tie rodat the bottom including fixing 100 mm longexpandable screws in required number with woodenplugs fixed in walls as holdfasts and remakingdamaged surface etc. complete. (For Internal Rooms)



UnitItem No.& Item code Description of Items


DOOR SHUTTERS

62

Completed Rate

Labour Rate

12

Sq.M. 3250.00 706.00

13

a) with commercial veneers on both sides Sq.M. 2727.00 675.00b) Sq.M. 2638.00 675.00

14

Sq.M. 2318.00 675.00

Unit


with one side decorative teak-wood facedveneer and other side commercial ply

Providing and fixing single leaf shutter for paneleddoor 35mm thick as per detailed drawing consisting ofC.C.T.W. styles, top rail, frieze rail of 100 x 35 mmand inserting panels of 12 mm thick teak woodparticle board bonded with phenol formal dehydesynthetic resin grade generally conforming to I.S..3097-1980 including iron oxidized/ alluminium withpowder coating fixtures and fastenings and finishingwith one coat of wood primer etc. complete. (withoutframe).




providing and fixing C.C.T.W. single leaf shutter forsecond class fully paneled door without ventilatoradopting sections and sizes as given in the standardspecifications Volume II (1981) or as per detaileddrawing, including Iron oxidized/ alluminium withpowder coating fixtures fixtures and fastenings andfinishing the wood work with one coat of primer etc.complete. (Without frame)


Providing and fixing double leaf shutter for paneleddoor 35mm thick as per detailed drawings consistingof C.C.T.W. vertical styles and top rail and frizer railsof 100 x 35 mm and lock rail 160 x 35 mm and bottomrail 250 x 35mm and panels - 12 mm thick 3 layeredflat pressed teak wood particle board bonded withB.W.P. type exterior grade phenol formaldehydesynthetic resin _____________ (conforming to I.S..3097-1980) including Iron oxidized/ alluminium withpowder coating fixtures and fastenings and T.W..beading at junctions of panels inserted includingfinishing with one coat of primer etc. complete.(sample to be got approved form Ex. Engineer beforeuse).

Item No.& Item code


63

Completed Rate

Labour Rate

15

Sq.M. 3020.00 675.00

16

Sq.M. 2665.00 683.00

17

Sq.M. 2603.00 483.00

18

Sq.M. 2501.00 471.00


Providing and fixing C.C.T.W. single leaf shutter forsecond class partly paneled partly glazed doorwithout ventilator adopting sections and sizes asgiven in the standard specifications Volume II (1981)or as per detailed drawing, including Iron oxidized/alluminium with powder coating fixtures andfastenings and finishing the wood work with one coatof primer etc. complete. (Without frame)


Providing and fixing C.C.T.W. double leaf shutter of22 mm thick second class plain planked door withoutventilator adopting sections and sizes as given in thestandard specifications Volume II (1981) or as perdetailed drawings, including Iron oxidized/ alluminiumwith powder coating fixtures and fastenings andfinishing the wood work with one coat of primer etc.complete. (Without frame)

Unit


Providing and fixing C.C.T.W. double leaf shutter forsecond class partly paneled partly glazed doorwithout ventilator adopting sections and sizes asgiven in the standard specifications Volume II (1981)or as per detailed drawing, including Iron oxidizedfixtures / alluminium with powder coating fixtures andfastenings and finishing the wood work with one coatof primer etc. complete. (Without frame)



Providing and fixing C.C.T.W. single leaf shutter of 22mm thick for second class plain planked door withoutventilator adopting sections and sizes as given in thestandard specifications Volume II (1981) or as perdetailed drawings, including Iron oxidized/ alluminiumwith powder coating fixtures and fastenings andfinishing the wood work with one coat of primer etc.complete. (Without frame)

Item No.& Item code



64

Completed Rate

Labour Rate

19

Sq.M. 2603.00 483.00

20

Sq.M. 2501.00 471.00

21

Sq.M. 2118.00 720.00

22

Sq.M. 2045.00 521.00

23

Providing and fixing 25 mm thick C.C.T.W. singleswing shutter part size paneled with obscured glassas per detailed drawings or as approved, includingdouble acting brass spring hinges and finishing withFrench polishing etc. complete. (Without frame)



Providing and fixing C.C.T.W. double leaf (22mmthick ) shutter for second class false paneled doorwithout fanlight, fixing 10 mm thick scantling to giveappearance of panels as per detailed drawingincluding Iron oxidized/ alluminium with powdercoating fixtures & fastening and finishing the woodwork with one coat of primer etc. complete. (Withoutframe)



Providing and fixing single leaf shutter of 35 mmthick, for solid core flush door, decorative type ofexterior grade as per detailed drawings or as

Providing and fixing C.C.T.W. single swing shutterpart size paneled as per detailed drawings, includingdouble acting brass spring hinges and finishing withFrench polishing etc. complete. (Without frame)

Providing and fixing C.C.T.W. single leaf shutter of22mm thick for second class false paneled doorwithout fan light, fixing 10 mm thick scantling to giveappearance of panels as per detailed drawingincluding iron oxidized / alluminium with powdercoating fixtures & fastening and finishing the woodwork with one coat of primer etc. complete. (Withoutframe)

FLUSH DOOR SHUTTER




65

Completed Rate

Labour Rate

a) with mortise lock Sq.M. 2007.00 252.00

b) without mortise lock Sq.M. 1338.00 140.00

24

Spec. Sq.M. 413.00 203.00

25

Spec. a) with 1.5mm thick P.V.C.. Sheets Sq.M. 1540.00

b) with 0.80mm thick G.I. Sheets Sq.M. 1767.00

Providing and fixing 24 gauge plain Aluminiumumsheet on the face of door shutter including cutting torequired size and fixing by screws including makinggood the damages if any to existing doors shutter andframe etc. complete as directed or as per detaileddrawing etc. complete.



Providing and fixing 30 mm thick single leaf doorshutter of approved quality and make of ------------------- sheets on both sides filled with 'PUF' (Poly urethenefoam) with three numbers of bright finished brass butthinges (100 x 70 x 4 mm size) with brass screws,M.S. oxidized fixtures and fastenings such as onenumber of 16 mm and 300 mm long aldrop, onenumber of 250 x 25 x 5mm door latch, two numbers of100 mm and 200 mm long tower bolts and twonumbers of 100 mm size handles and finished withone coat of approved primer etc. complete..(Excluding shutter frame)

approved face veneer on both faces venitians, allnecessary beads, moulding and lipping, brassoxidized / alluminium with powder coating fixtures &fastenings _______, chromium plated handles onboth sides and finishing with French polishing etc.complete. (Without frame)





66

Completed Rate

Labour Rate

26

Spec. Sq.M. 1673.00 77.00

27

Spec. Sq.M. 1838.00 77.00




Providing and fixing PVC Twin paneled single leafdoor shutter of approved colour / lamination made outof extruded rigid PVC hollow section PW2459 shutterframe of size 24 x 59 mm having double wallconstruction as vertical styles, top & bottom rails andmiddle lock rails of PW24100H of size 24 x 100 mmand the panel in PW20610 multi chamber hollowplastic section of size 20 x 610 mm duty inserted inshutter frames, lock rails, styles reinforced by polymerinserted inside for fixing of hinges, aldrops, towerbolts and baby latch etc. All corners should be mitrecut joined each other by metal screw after insertingrigid L bracket PVC reinforced of size 100 x 200 mmincluding synthetic metal / alluminium with powdercoating, fixtures and fastenings remarking , damagesurface etc. complete.

Providing and fixing PVC multi leaf door shutter ofapproved colour / lamination made out of extrudedrigid PVC hollow section PW2459 shutter frame ofsize 24 x 59 mm having double wall construction asvertical styles, top & bottom rails and middle lock railsof size 24 x 100 mm and the panel in PW20200 multichamber hollow plastic section of size 20 x 200 joinedeach other by tongue and groove interlocking systemduty inserted in shutter frames and all shutter frames,lock rails, styles reinforced by polymer inserted insidefor fixing of hinges, aldrops, tower bolts and babylatch etc. All corners should be machine cut joinedeach other by metal screw after inserting rigid Lbracket PVC reinforced of size 100 x 200 mmincluding synthetic metal / alluminium with powdercoating, fixtures and fastenings remarking , damagesurface etc. complete.



67

Completed Rate

Labour Rate

28

Spec. Sq.M. 1943.00 103.0029

Sq.M. 1776.00 146.0030

Sq.M. 1852.00 147.0031

Sq.M. 1784.00 126.00


Providing and fixing PVC Twin paneled single leafdoor shutter of approved colour / lamination made outof extruded rigid PVC hollow section PW2459 shutterframe of size 24 x 59 mm having double wallconstruction as vertical styles, top & bottom rails andmiddle lock rails of size 29 x 100 mm and the panelin PW20710 multi chamber hollow plastic section ofsize 25 x 710 mm duty inserted in shutter frames, lockrails, styles reinforced by polymer inserted inside forfixing of hinges, aldrops, tower bolts and baby latchetc. All corners should be machine cut joined eachother by metal screw after inserting rigid L bracketPVC reinforced of size 100 x 200 mm includingsynthetic metal / alluminium with powder coating,fixtures and fastenings remarking , damage surfaceetc. complete.

Providing and fixing rolling steel shutter fabricatedfrom 18/19 gauges steel laths with side guides,bottom rail, brackets, door suspension shaft, includingrolling springs, locking arrangement and housing boxat the top with one coat of red lead primer etc.complete.




Providing and fixing rolling steel shutter fabricatedfrom 18/19 gauges steel laths with side guides,bottom rail, brackets, door suspension shaft, includingrolling springs, locking arrangement including 3 ballbearings and housing box at the top with one coat ofred lead primer etc. complete.




Providing and fixing rolling steel shutter fabricatedfrom 18/19 gauges steel laths with side guides,bottom rail, brackets, door suspension shaft, includingrolling springs, locking arrangement and mechanicalgear operation arrangement and one coat of red leadprimer etc. complete.

68

Completed Rate

Labour Rate

32

Sq.M. 1728.00 205.00

33

Bd. T. -3 a) Ventilator Sq.M. 2101.00 622.00

Bd. T. -42 b) Fanlight Sq.M. 1681.00 622.00

34

Spec. Sq.M. 1442.00 182.00

35




Providing and fixing in position aluminium louveredwindows/ ventilators (IS std.) of various sizes withpowder coating as per detailed drawings andspecifications including aluminium frames 80 x 38 mmbox type 5 mm thick sheet glass louvers, clips /rubber plain P.V.C.. gaskets of approved quality etc.complete.. (Sample to be got approved from Ex.Engineer before use)

Unit




Spec. No.:BdT.-3. Page No.479& BdT.-42 Page No. 503

VENTILATORS

Providing and fixing collapsible steel gate in twoleaves with channel pickets, pivoted flat bars,including top and bottom guide rollers, stoppers,handles, all fittings and accessories, lockingarrangement and applying one coat of red lead primeretc. complete.

Providing and fixing C.C.T.W. second class fullyglazed ............. rectangular in shape adoptingsections and sizes as given in StandardSpecifications Volume II (1981) or as per drawing,including iron oxidized / alluminium with powdercoating, fixtures and fastening and finishing the woodwork with one coat of primer etc. complete. (Withoutframe and mild steel bar)

Providing and fixing steel louvered windows /ventilators (IS std.) of various sizes as per detaileddrawing without hot dip zinc coating includingfabrication with approved type and quality all fixturesand fastening without teak wood boxing includingfinishing with one coat of primer and two coats of oilpainting etc. complete. (Sample to be got approvedfrom Ex. Engineer before use)

69

Completed Rate

Labour Rate

36

a) 25mm thick Sq.M. 1735.00 717.00

b) 30mm thick Sq.M. 2135.00 771.00

37

Sq.M. 5043.00 776.00

38

Sq.M. 2269.00 633.00

39

Sq.M. 2191.00 168.00

Unit

Providing and fixing C.C.T.W. louvered windows withteak wood frame 60 x 100 mm and glass louvers ofapproved quality with 16 mm dia.. mild steel barsbetween louvers, including finishing wood work andiron work with one coat of primer etc. complete.


Item No.& Item code


Spec. No.:BdT.-42 Page No.503

WINDOWS


Providing and fixing C.C.T.W. ____ double leavessecond class windows (fully glazed) adoptingsections and sizes as given in standard specificationsVolume II (1981) with plain observed glass shutterswithout ventilators/fanlights as per detailed drawings,including iron oxidized/ alluminium with powdercoating fixtures and fastenings and finishing the woodwork with one coat of primer etc. complete. (Withoutframe and mild steel bars)


Providing and fixing C.C.T.W. double leaves secondclass window with paneled shutters 35 mm thick withpanels 25 mm thick without ventilator / fanlights asper detailed drawings, including iron oxidized/alluminium with powder coating fixtures and fasteningand finishing the wood work with one coat of primeretc. complete. (Without frame)

Providing and fixing steel windows of various sizes asper detailed drawings with hot dip zinc coatingwithout/with ventilator including fabrication, glazingwith non-acetinic / plain / obscured glass panels ofapproved type and quality, all fixtures and fasteningwithout teak wood boxing,- and architraves andfinishing with one coat of primer etc. complete.(Sample to be got approved from Ex. Engineerbefore use)



70

Completed Rate

Labour Rate

40

Sq.M. 2282.00 179.0041

Spec.

a) Double leaf without ventilator Sq.M. 2999.00

b) Double leaf with ventilator Sq.M. 3151.00

c) Double leaf with Double leaf ventilator Sq.M. 3550.00

d) Double leaf with Triple leaf ventilator Sq.M. 3686.00


specially sleeted screws and fasteners as approvedby the Engineer in charge including fixing glass 4 mmthick guard bars 12 mm square bars hold fast, fixingin position, filling gaps all around window afterconveying to alf lifts and leads etc. complete. (Priorapproval from S.E.'s essential)



Providing and fixing steel windows of various sizes asper detailed drawings with welded square bars 12 mmat 10cm centre to centre with hot dip zinc coatingwithout/with ventilator including fabrication, glazingwith plain / obscured glass panels of approved typeand quality, all fixtures and fastenings without teakwood boxing, and architraves and finishing with onecoat of primer etc. complete. (Sample to be gotapproved from Ex. Engineer before use)

Providing and fixing steel windows-------------- madefrom preprinted cold rolled corrosion resistance steelprofiles of required size and shape as per drawingand as directed by the Engineer in charge conformingto is 513 properly glavanised having zinc coatingminimum 150 GSM conforming to IS 277 pretreatedand phosphated coated with epoxy primer havingthickness 5 to 7 microns properly baked, finallycoated with polyester paint 12 to 16 micron thicknessand baked properly, protected with ployethelene filmto avoid damages durig handling including cotmerbuckets, stiffener plates, hardware made of CRCAwith zinc phosphating or powder coated high gradealuminum components, glass filled nylon joinery, highLTV resistance gaskets made of EPDM with



71

Completed Rate

Labour Rate

42

Spec. Sq.M. 4003.00 685.0043

Spec. Sq.M. 2486.00 555.0044(a)

Spec. Sq.M. 2322.00 478.00

Supplying and fixing in position anodized extrudedmodular aluminium section Two Track sliding windowsmounted on rectangular frame of size 63 x 38 x 2.00mmthick (1.054 kg/Rmt.) made up of two track drain bottomsection of size 61 x 45 x 1.3mm thick (1.055 kg/Rmt.)and top and sides sections of size 61 x 31 x 1.3mm thick(0.659 kg/Rmt.). The shutter should be of bearingbottom of size 40 x 18 x 1.2mm thick (0.417 kg/Rmt.) topmember of size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)Interlocking section size of 43 x 27 x 1.30mm thick(0.558 kg/Rmt.) and handle section of size 43 x 18 x1.30mm thick (0.424 kg/Rmt.) selected quality 5.5mmthick clear glass to be fixed in shutter with neoprenegasket with approved quality PVC rollers necessarylocks handles PVC lining and wooden encasementwherever necessary etc. complete as directed byEngineer in charge.

Providing and fixing in position anodized extrudedmoulded aluminium fixed glass panel window havingframe made out extruded tubular section of size 63 x38mm x 2.00mm thickness (wt. 1.054 kg/Rmt.)mechanically assembled at corners with glazing,beading of angle 25 x 25 x 1.60mm thick (wt 0.21kg/Rmt.) including plain sheet glass 5.5mm thick withrubber gasket and wooden encasement wherevernecessary etc. as per approved drawing andspecification etc. complete as directed drawing andspecification etc. complete as directed by Engineer incharge.


Providing and fixing in position anodized extrudedaluminium openable window of outer frame size 53 x57mm (or as required size with proportionate changein weight) of average weight @ 1.118kg/Rmt andshutter of 53 x 57mm (or as required size) of averageweight of 0.30 kg/Rmt. (or as required) with plainsheet glass 5.5mm thick with neoprene/rubber gasketwith hinges, locking arrangement and woodenencasement wherever necessary etc. complete asdirected by Engineer-in-charge.






72

Completed Rate

Labour Rate

44 (b)

Spec. Sq.M. 3935.00 529.00

44(c)

Spec. Sq.M. 4982.00 529.00

Supplying and fixing in position anodized extrudedmodular aluminium section Three Track sliding windowsmounted on rectangular frame of size 100 x 50x 2.80mmthick (2.183 kg/Rmt.) made up of three track drain bottomsection of size92 x 31 x 1.1mm thick (0.911 kg/Rmt.) andtop and sides sections of size 92 x 45 x 1.5mm thick (1.284kg/Rmt.). The shutter should be of bearing bottom of size40 x 18 x 1.2mm thick (0.417 kg/Rmt.) top member of size40 x 18 x 1.20mm thick (0.475 kg/Rmt.) Interlockingsection size of 43 x 27 x 1.30mm thick (0.558 kg/Rmt.)and handle section of size 43 x 18 x 1.30mm thick (0.424kg/Rmt.) selected quality 5.5mm thick clear glass to befixed in shutter with neoprene gasket with approved qualityPVC rollers necessary locks handles PVC lining andwooden encasement wherever necessary etc. complete asdirected by Engineer in charge.



Supplying and fixing in position anodized extrudedmodular aluminium section Four Track sliding windowsmounted on rectangular frame of size 127 x 45x 3.18mmthick (2.834 kg/Rmt.) made up of four track drain bottomsection of size122 x 45 x 1.3mm thick (1.829 kg/Rmt.) andtop and sides sections of size 122 x 31 x 1.1mm thick(1.205 kg/Rmt.). The shutter should be of bearing bottomof size 40 x 18 x 1.2mm thick (0.417 kg/Rmt.) top memberof size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)Interlocking section size of 43 x 27 x 1.30mm thick (0.558kg/Rmt.) and handle section of size 43 x 18 x 1.30mmthick (0.424 kg/Rmt.) selected quality 5.5mm thick clearglass to be fixed in shutter with neoprene gasket withapproved quality PVC rollers necessary locks handles PVClining and wooden encasement wherever necessary etc.complete as directed by Engineer in charge.


Bd - T : Doors & WindowsRate for the Year

2010-2011Item No.& Item code

73

Completed Rate

Labour Rate

45

Spec. Sq.M. 753.00 228.00

46

Spec. Sq.M. 873.00 211.00

47

Spec. Sq.M. 990.00 212.00

48

Spec. Sq.M. 573.00 212.00

Providing and fixing 16 mm dia. mild steel round barsat 100 mm c/c to windows/ventilators/fanlights, fixingmild steel flats 40 x 6 mm in frame, cutting a recess tofit the flat exactly, including drilling the holes to flats topass the bars through it 25 mm inside in woodenframe without central mild steel flats includingproviding one coat of primer etc. complete. (Nocentral flat to be provided upto 45 cm bar length)


Providing and fixing 16 mm dia. mild steel round barsat 100 mm c/c to windows / ventilators / fanlights,fixing mild steel flats 40 x 6 mm in frame, cutting arecess to fit the flat exactly, including drilling the holesto flats to pass the bars through it 25 mm inside inwooden frame including providing two central flats of40 x 6 mm by drilling holes. etc. complete.




Providing and fixing 16 mm dia.. mild steel bars towindow at 100 mm center to center, including onecoat of primer etc. complete. (without M.S. flats)




Providing and fixing 16 mm dia.. mild steel round barsat 100 mm c/c to windows / ventilators / fanlights,fixing mild steel flats 40 x 6 mm in frame, cutting arecess to fit the flat exactly, including drilling the holesto flats to pass the bars through it 25 mm inside inwooden frame including providing one central flats of40 x 6 mm by drilling holes including one coat ofprimer etc. complete. (when bar length exceeds 45cm and upto 75 cm)

74

Completed Rate

Labour Rate

49

Spec. Sq.M. 1771.00 279.00

50

Spec. Sq.M. 1616.00 265.00

51

Spec. Sq.M. 1565.00 194.0052

Sq.M. 970.00 205.00

53

Sq.M. 1074.00 222.00


Providing and fixing country teakwood partlyveneered and partly glazed partition with C.C.T.W.frame and vertical members of same size 70 x 35 mmframe at 60 cm centre to centre and, decorativeveneer of 4 mm thick panels including Frenchpolishing etc. complete.

Providing and fixing partitions using 1.84 m heightand 12 mm thick teakwood one face particle andother teak veneer bonded with phenol formaldehydesynthetic resin including CTW vertical 70 x 70 mmand top and bottom rail of 70 x 35 mm and coveringbatten of 30 x 10 mm at 1.22 metre apart on bothways or as directed including finishing with one coatof primer etc. complete.



PARTITIONS



Providing and fixing partitions using 1.84 m heightand 12 mm thick teakwood particle board bonded withphenol formal dehyde synthetic resin includingC.C.T.W. vertical 70 x 70 mm and top and bottom railof 70 x 35 mm and covering batten of 30 x 10 mm at1.22 metre apart on both ways or as directedincluding finishing with one coat of primer etc.complete.

Providing and fixing partition 4 mm thick Indian teakveneer on one side and commercial type plywood onthe other side including C.C.T.W. frame of 70 x 35mm at 60 cm C/C on both ways, including finishingwith French polishing to Veneer face and oil painting /French polishing to other face etc.complete. (withoutskirting)



Providing and fixing partition 4 mm thick Indian teakveneer on both sides including C.C.T.W. frame of 70x 35 mm at 60 cm C/C on both ways, includingfinishing with French polishing etc. complete. (withoutskirting)

Unit


75

Completed Rate

Labour Rate

54

Sq.M. 1213.00 212.00

55

Spec. Sq.M. 1989.00 575.00

56

Spec. Sq.M. 2543.00 343.00

Providing and fixing in position anodized extrudedaluminium partitions with both sides laminated panelshaving frame made out of- aluminium extrudedtubular section of size 40 mm x 65 mm with 9 mmthick three layered flat pressed teak wood particleboard bonded with BWP type exterior gradephenolformaldehyde synthetic resin conforming toI.S.12823-1990, laminated on both sides, fixed withaluminium glazing clips of size 12 x 12 mm as perapproved drawing etc. complete. (Sample to be gotapproved from Ex. Engineer before use)

Providing and fixing partition using 1.84 metre heightand 12mm thick teak wood with both faces teakveneer bonded with phenol formaldehyde syntheticresin including C.C.T.W. vertical 70 x 70 mm and topand bottom rail of 70 x 35 mm and covering batten of30 x 10 mm at 1.22 metre apart on both ways or asdirected including finishing with one coat of primeretc. complete.

Providing and fixing in position anodized extrudedaluminium partitions, partly glazed and partlylaminated having frame made out of extruded tubularsection of size 40 x 60mm with 12 mm thick threelayered flat pressed teak wood particle board bondedwith BWP type’ exterior grade phenolformaldehydesynthetic resin conforming to I.S.12823-1990,laminated on both sides and 5 mm thick selectedquality flat glass panels fixed with aluminium glassclips 12 x 12 mm and rubber cushioning beading toglass partition as per approved drawing etc.complete. (Sample to be got approved from Ex.Engineer before use)







76

Completed Rate

Labour Rate

57

Spec. Sq.M. 2784.00 343.00

58

Spec. Sq.M. 925.00 43.00

59

Spec. Sq.M. 1216.00 41.00



Providing and fixing in position anodized extrudedaluminium partition having frame made of aluminiumextruded tubular section of size 65 x 40 mm with 12mm thick three layered flat pressed teak wood particleboard bonded with BWP type exterior grade phenolformaldehyde synthetic resin conforming to I.S.12823-1990, laminated on both sides, fixed with aluminiumglazing clips of size 12 x 12mm (conical) as perdrawing etc. complete. (Sample to be got approvedfrom Ex. Engineer before use)


Providing and fixing partition using 1.84m height and12mm thick Plain particle board bonded with phenolformaldehyde synthetic resin confirmed to IS 3087-1985, including CTW vertical 70 x 70 mm and top andbottom rail of 70 x 35 mm and covering batten of 30 x10 mm at 1.2m apart on both ways or as directedincluding finishing with one coat of prime coatetc.complete. (Excluding fixtures & fastening)

Providing and fixing partition using 1.84m height and12mm thick Prelaminated particle board (IS 12823-1990)(OSL)one side decor lamination and other sidebalancing white paper bonded with phenolformaldehyde synthetic resin confirmed to IS 3087-1985, including C.C.T.W vertical 70 x 70 mm and topand bottom rail of 70 x 35 mm and covering batten of30 x 10 mm at 1.2m apart on both ways or as directedincluding finishing with one coat of prime coat etc.complete. (Excluding fixtures & fastening)


Item code Description of Items Unit


77

Completed Rate

Labour Rate

60

Spec. Sq.M. 1322.00 41.00

61

Spec. Cu.M. 53361.00 6083.00

62

Spec. Sq.M. 364.00 56.00

63

Spec. Sq.M. 1650.00

64

Spec. Sq.M. 236.00 56.00

Providing and fixing 22 B.W.G.. plain galvanized ironsheets on top of weather shed, including scaffolding,fixing by means of nut and bolts or as directed etc.complete. (Brackets of 70 x 45 mm to be paidseparately)

Providing and fixing in position C.C.T.W. brackets forweather shads of section 70 x 45 mm with mortiseand tenon joinery at 1.2 to 1.5 metre center to centeror as directed and teak wood battens of requiredsection, including fixing three numbers of iron nut andbolts to each bracket, necessary scaffolding and twocoats of painting to wood work etc. complete.

Providing and fixing partition using 1.84m height and12mm thick Prelaminated particle board (IS 12823-1990)(BSL) both side decor lamination and bondedwith phenol formaldehyde synthetic resin confirmed toIS 3087-1985 including CTW vertical 70 x 70 mm andtop and bottom rail of 70 x 35 mm and covering battenof 30 x 10 mm at 1.2m apart on both ways or asdirected including finishing with one coat of primecoat etc. complete. (Excluding fixtures & fastening)



Providing and fixing 4 mm thick plain A.C.. sheets (ofIS std.) on top of the weather shed includingscaffolding, fixing by means of nuts and bolts or asdirected etc. complete as per detailed drawing(Brackets of 70 x 45 mm to be paid separately).

Providing Fibre reinforced plastic Weather shed,comprising of stainless FRP sheet (of IS std.) ofthickness 2.5 to 3 mm with adequate reinforcement atedges moulded to the shape as per approved drawingincluding scaffolding, fixing with GI screws etc.complete.( with the prior permission of S.E.)







78

Completed Rate

Labour Rate

65

Spec. Sq.M. 349.00 45.00

66

Spec. Sq.M. 373.00 45.00

67

Spec. Sq.M. 301.00 64.00

68

Spec. Sq.M. 466.00 45.0069

Spec.

a) 3mm thick Sq.M. 546.00 45.00b) 5mm thick Sq.M. 1013.00 45.00

70

Spec. Sq.M. 1106.00 160.00

71

Spec. Sq.M. 674.00 29.00

Providing and fixing C.C.T.W. skirting 20 mm thick,including necessary beading, rounding, Frenchpolishing etc. complete.

Providing and fixing clear / frosted glass panels 3mmthick for all size including putty, C.C.T.W. beadingetc. complete.

Providing and fixing C.C.T.W. runner size 150 x 75mm over partition, including rounding, fixing in themasonry where necessary beading on sides etc.complete.




Unit



Providing and fixing PVC sheet panels of approvedquality in required thickness of 3 mm plain, clear orany colour or obscured (lining) in lieu of glass panelsto doors/windows including providing and fixing clips,putty etc. complete. (Sample to be got approved fromEx. Engineer before use)( with the prior permission ofS.E.)




Replacing by providing and fixing 3 mm thick ribbedglass panels to doors and windows etc., includingputty complete.

Replacing by providing and fixing 3 mm thick plainsheet glass panels to doors and windows etc.,including putty complete.


Providing and fixing Acrylic plastic sheet (of IS std.)panels of approved quality in required thickness 3 mmplain, clear or any colour or obscured linings in lieu ofglass panels to doors/windows including providingand fixing clips, putty etc. complete. (with the priorpermission of S.E.)


79

Completed Rate

Labour Rate

72

Spec. R.M. 71.00 18.00

73

a) 75x25mm Sq.M. 127.00 16.00

b) 50x25mm Sq.M. 133.00 16.00

c) 25x25mm Sq.M. 184.00 16.00

d) 50x50mm Sq.M. 112.00 16.00

74

a) 25mm XPM. Sq.M. 116.00 16.00

b) 20mm XPM. Sq.M. 138.00 16.00

75

Spec. Sq.M. 1516.00 235.00

Providing and fixing aluminium grill as per AL-104section approved by AIAGMA decorative of varioussizes as per detail drawing and specification etc.complete. (Prior permission to be obtained from S.E.before execution )

Providing and fixing welded mesh of _____ and 2.54mm thick (12 gauge) to teak wood frame work as perdetailed drawings or as directed, including ironfastenings, one coat of primer, scaffolding etc.complete. (Frame work of 70 x 45 mm and coveringbattens of 45 x 10 mm to be paid separately)



Providing and fixing C.C.T.W. cover moulding 45 x 20mm over doors and windows in the required shape &size as per drawing, including all mouldings andfinishing with French polishing etc. complete.



Providing and fixing ______ of 2.54 mm thick (12gauge) to teak wood frame work as per detaileddrawing or as directed including iron fastenings, onecoat of primer, scaffolding etc. complete. (Frame workof 70 x 45 mm and covering battens of 45 x 10 mm tobe paid separately)




80

Completed Rate

Labour Rate

76

Spec. R. M. 337.00 74.0077

Spec. R. M. 381.00 74.00As directed by Engineer-In-Charge.

Providing and fixing factory made polyvinyl chloride(PVC) Door Frame in Prelaminated colour of the size50 x 47mmwith a wall thickness of 5mm, made out ofextruded 5mm PVC sheet, miter cut at two cornersand joined with 2nos. of 150mmlong brackets of15mmx15mm M.S. square tube. The two vertical doorprofiles are to be reinforced with 19mmx19mm M.S.Square tube of 19 gauges, EPDM rubber gasketweather seal to be provided through out the frame.The door frame shall be fixed to the wallusing65/100mm long M.S. Screws through the frameby using PVC fasteners. A minimum of 4nos. ofscrews to be provided for each vertical member &minimum 2nos. for horizontal member etc. completeas per specification and direction of Engineer-in-Charge.





Providing and fixing factory made polyvinyl chloride(PVC) Door Frame in plain colour of the size 50 x47mmwith a wall thickness of 5mm, made out ofextruded 5mm PVC sheet, mitre cut at two cornersand joined with 2nos. of 150mmlong brackets of15mmx15mm M.S. square tube. The two vertical doorprofiles are to be reinforced with 19mmx19mm M.S.Square tube of 19 gauge, EPDM rubber gasketweather seal to be provided through out the frame.The door frame shall be fixed to the wallusing65/100mm long M.S. Screws through the frameby using PVC fasteners. A minimum of 4nos. ofscrews to be provided for each vertical member &minimum 2nos. for horizontal member etc. completeas per specification and direction of Engineer-in-Charge.

81

Completed Rate

Labour Rate

78

Spec. Sq.M. 2338.00 335.0079


Providing and fixing 30mm thick FACTORY MADESOLID PANEL PVC DOOR SHUTTER consisting offrame made out of M.S. tubes of 19 gauge thicknessand size of 19mm x 19mm for stiles & 15mm x 15mmfor top& bottom rails. M.S. frame shall have a coat ofsteel primers of approved make and manufacture.M.S. frame shall be covered with 5mm thick heatmoulded “Rajshri” PVC ‘C’ channel of size 30 x 50mmforming stiles, and 5mm thick, 75mm wide PVCsheets for top rail, lock rail & bottom rail on eitherside, and 10mm (5mm x 2) thick, 20mm wide crossPVC sheet as gap insert for top rail & bottom rail.Paneling of 5mm thick PVC sheet to be fitted in theM.S. frame welded / sealed to the stiles & rails with30mm wide x 5mm thick PVC sheet beading on eitherside, and joined together with solvent cementadhesive etc. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the‘C’ Channel using PVC solvent cement adhesive.complete as per drawing &direction of Engineer-in-charge

Providing and fixing 30mm thick FACTORY MADEBOTH SIDE PRELAM SOLID PANEL PVCDOORSHUTTER consisting of frame made out of M.S.tubes of 19 gauge thickness and size of 19mm x19mm for stiles, top& bottom rails. M.S. frame shallhave a coat of steel primers of approved make andmanufacture. M.S. frame covered with 5mmthick heatmoulded “Rajshri” Prelam PVC ‘C’ channel of size30mm thickness, 70mm width out of which 50mmshall be flat and 20mm shall be tapered in 450 angleon either side forming stiles; and 5mm thick, 95mmwide Rajshri Prelam PVC sheet out of which 75mmshall be flat and 20mm shall be tapered in 450 on theinner side to form top and bottom rail and 115mmwide Rajshri Prelam PVC sheet out of which 75mmshall be flat and 20mm shall be tapered on both sidesto form lock rail. Top, bottom and lock rail shall beprovided either side of the panel. 10mm (5mm x 2)thick, 20mm wide cross PVC sheet shall be providedas gap




82

Completed Rate

Labour Rate

Spec. Sq.M. 2854.00 335.00

80

Spec. Sq.M. 3081.00 292.00

insert for top rail & bottom rail. Paneling of 5mm thickboth side Prelam PVC sheet to be fitted in the M.S.frame welded / sealed to the stiles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beadingon inner side, and joined together with solvent cementadhesive etc. An additional 5mm thick PVC strip of20mm width is to be stuck on the interior side of the‘C’ Channel using PVC solvent cement adhesive etc.complete as per manufacturer’s specification &drawing. direction of Engineer-in-charge,



Providing and fixing 35mm thick factory madeMoulded door shutter consisting of solid core singleleaf Flush Door of 30mm thickness, lipped with 15mm(5mm x 3) thick x 30mm width on one stiles and toprails & 10mm (5mm x 2) thick x 30mm width on theother stiles & bottom rails. The inner panel laminatedwith 2mm thick termite proof, water proof and fireresistant moulded PVC Sheet with 2, 4, 6 raisedpanel design in different plain colours on one sideafter routing the Moulded design on flush door & 2mmplain PVC sheet on other side using rubber adhesiveon flush door &solvent cement adhesive on the PVClipping etc. complete as per direction of Engineer-in-charge, manufacturer’s specification and drawing.




83

Completed Rate

Labour Rate

1

Sq.M. 648.00 22.00

2

Sq.M. 45.00 -

3

a) 15 kg. Sq.M. 1243.00 124.00

b) 20 kg. Sq.M. 1461.00 124.00

c) 30 kg. Sq.M. 1899.00 124.00

d) 35 kg. Sq.M. 2119.00 124.00

Providing and fixing mild steel grill work for windows,ventilators weighing 15.00 kg per Sq.M. as perdrawing, including necessary fixtures, welding andpainting with one coat of anti-corrosive paint etc.complete.

Add for extra weight or deduct for less weight per kg.for fabricating such as cutting, shaping, riveting etc.mild steel for grill works including welding etc.complete.

Spec. No.:BdU.-2 Page No.537


Providing and fixing mild steel grill railing weighing___ kg per Sq.M. with C.C. teak wood hand rail ofsize 75 x 60 mm and sill of 75 x 25 mm for staircase,and verandah including fabricating, fixtures, erecting,painting grill work with one coat of anticorrosive paintand polishing the sill, hand rail with French polishingetc. complete.


Bd - U : Iron Work



84

Completed Rate

Labour Rate

1

A) Medium type.

R.M. 136.00 47.00

R.M. 155.00 47.00

R.M. 197.00 47.00

R.M. 228.00 47.00

R.M. 277.00 47.00

B) Heavy type.R.M. 173.00 47.00

R.M. 192.00 47.00

R.M. 271.00 47.00

R.M. 290.00 47.00

R.M. 329.00 47.00

b) 20mm dia.. (outer dia.. 26.90 mm & weight 1.64kg./ Rmt..)

Spec. No.:BdV.-5 Page No.551

c) 25mm dia.. (outer dia.. 33.70 mm & weight 2.52kg./ Rmt..)


e) 40mm dia.. (outer dia.. 48.30 mm & weight4.545kg./ Rmt..)

Providing and laying in trenches--------mm. dia. ofapproved Galvanized Iron pipe having embossed atevery meter the ISI mark and name of manufacturer,having 21.32 mm outer diameter and 1.504kilogramme per metre weight with screwed sockets,joints, and necessary galvanized iron fittings such asbacknuts, elbows, bends, tees, reducers, enlargers,plugs, etc. including providing and applying two coatsof oil paint with one coat of primer and necessaryexcavation and backfilling complete includingremoving existing pipe if necessary & conveying &stacking in P.W.D.. chowky or as directed etc.complete.

a) 15mm dia.. (outer dia.. 21.32 mm & weight 1.27kg./ Rmt..)

Bd - V : Water Supply and Sanitary Fittings




d) 32mm dia.. (outer dia.42.40 mm & weight 3.24 kg./Rmt..)

d) 32mm dia.. (outer dia.42.40 mm & weight3.937kg./ Rmt..)


e) 40mm dia.. (outer dia.. 48.30 mm & weight 3.73kg./ Rmt..)

85

Completed Rate

Labour Rate

R.M. 353.00 47.00

R.M. 426.00 47.00

R.M. 619.00 47.00

R.M. 893.00 60.00

2

A) Medium type.R.M. 146.00 34.00

R.M. 170.00 34.00

R.M. 202.00 34.00

R.M. 242.00 34.00

R.M. 266.00 34.00

R.M. 340.00 35.00

R.M. 488.00 35.00

R.M. 583.00 35.00

f) 65mm dia.. (outer dia.. 76.10 mm & weight 6.95kg./ Rmt..)






Unit

Bd - V : Water Supply and Sanitary FittingsRate for the Year

2010-2011


i) 100mm dia.. (outer dia.114.30 mm & weight 15.152kg./ Rmt..)Providing and laying on walls/ceiling/floors ___mmdiameter approved Galvanized Iron pipe havingembossed at every meter the ISI mark and name ofmanufacturer, having___mm outer diameter and ___kilogramme per metre weight with screwed sockets,joints, and necessary galvanized iron fittings such asbacknuts, elbows, bends, tees, reducers, enlargers,plugs, etc. including necessary drilling in holes inwalls/slabs etc. and remaking good the demolishedportion to restore the same in original condition neatlyand applying primer and two coats of oil paintingincluding necessary scaffolding including removingexisting pipe if necessary & conveying & stacking inP.W.D.. chowky or as directed etc. complete.


h) 80mm dia.. (outer dia.. 88.90 mm & weight 10.309kg./ Rmt..)

g) 65mm dia.. (outer dia.. 76.10 mm & weight 8.065kg./ Rmt..)



d) 32mm dia.. (outer dia.42.40 mm & weight 3.24 kg./Rmt..)

86

Completed Rate

Labour Rate

B) Heavy type.R.M. 185.00 34.00

R.M. 193.00 37.00

R.M. 226.00 37.00

R.M. 266.00 37.00

R.M. 296.00 46.00

R.M. 330.00 46.00

R.M. 687.00 46.00

R.M. 887.00 46.00

3

Spec.

a)15mm. Diameter R.M. 32.00 7.00

b)20mm. Diameter R.M. 39.00 7.00

c)25mm. Diameter R.M. 52.00 7.00

d)32mm. Diameter R.M. 63.00 7.00

e)40mm. Diameter R.M. 73.00 7.00

f)50mm. Diameter R.M. 85.00 7.00

h)60mm. Diameter R.M. 104.00 7.00






h) 100mm dia.. (outer dia.114.30 mm & weight15.152 kg./ Rmt..)


d) 32mm dia.. (outer dia.42.40 mm & weight 3.937kg./ Rmt..)

Providing and fixing in position-------------- Ultra Violetstabilized PVC plumbing pipes of required standardthickness confirming to I.S.. 4985, includingnecessary fittings confirming to I.S.. 7834, such asP.V.C.. bends, vees, reducers, clamps, plugs etc.necessary excavation trench, refilling, necessarydrilling holes in walls / slab, and making the good thesurface etc. complete. (For 10.00 Kg/Sq.cm..pressure)( including defect liability period and bondfor three years.)


f) 50mm dia.. (outer dia.. 60.30 mm & weight6.329kg./ Rmt..)


Item No.& Item code


87

Completed Rate

Labour Rate

4

A) with brick masonary chamberi) 15mm. diameter water meter No. 2145.00 92.00ii) 20mm. diameter water meter No. 2614.00 92.00iii) 25mm. diameter water meter No. 3150.00 110.00

B) without brick masonary chamber

i) 15mm. diameter water meter No. 1181.00 92.00ii) 20mm. diameter water meter No. 1609.00 92.00iii) 25mm. diameter water meter No. 2011.00 110.00

5

a)15mm. Diameter No. 137.00 25.00b)20mm. Diameter No. 174.00 25.00c)25mm. Diameter No. 255.00 25.00

6

a)15mm. Diameter No. 139.00 25.00b)20mm. Diameter No. 187.00 25.00c)25mm. Diameter No. 248.00 28.00d)32mm. Diameter No. 274.00 28.00e)40mm. Diameter No. 356.00 34.00f)50mm. Diameter No. 395.00 34.00g)65mm. Diameter No. 426.00 37.00h)80mm. Diameter No. 450.00 37.00

Providing and fixing ------mm.dia. screw downwheeled stop tap of steel with chromium plating ofapproved quality and make bearing I.S.I. mark,including sockets, union nut complete.



Providing and fixing approved and tested water meterbearing I.S.I.. mark with non return valve includingstrainer, sockets, union nut and construction ______of required and adequate size with M.S. fabricatedframe and mild steel hinged cover with lockingarrangement and lock etc. complete.

Rate for the Year 2010-2011Description of Items UnitItem No.&

Item code

Spec. No.:BdV.-6 & 7 Page No.553


Providing and fixing ___ mm dia. screw down bib/stoptap of brass of Heavy type and make, includingnecessary sockets, union nut, testing etc. complete.

88

Completed Rate

Labour Rate

7

a)15mm. Diameter No. 724.00 25.00

b)20mm. Diameter No. 737.00 25.00

c)25mm. Diameter No. 765.00 25.00

8

a)15mm. Diameter No. 255.00 25.00

b)20mm. Diameter No. 302.00 25.00

c)25mm. Diameter No. 328.00 25.00

9

No. 167.00 37.00

10

No. 98.00 19.00

11

No. 818.00 544.00




Rate for the Year 2010-2011Description of Items

Providing and fixing ___ steel with chromium platingstop tap of approved quality and make with clutch/wheel including sockets/ union nut and brick masonrychamber with cast iron-frame and mild steel hingedcover with locking arrangement and lock etc.complete.

Providing and fixing brass stop tap of approvedquality and make with crutch/ wheel includingsockets/ union nut and brick masonry chamber withcast iron-frame and mild steel hinged cover withlocking arrangement and lock etc. complete.

Providing and fixing fittings and accessories such asball cock, overflow pipe with mosquito proof coupling,scour, pipe with plug, manhole with cover and lockingarrangement, connecting pipes and embedding intakeand outflow pipes into the R.C.C water reservior etc.complete.

Providing and fixing 15 mm diameter concussionpush button typesteel with chromium plating selfclosing tap of approved make and quality, includingnecessary socket, testing etc. complete.

Providing and fixing half turn 25 mm dia. steel withchromium plating flushing cock including necessaryfitting etc. complete.Spec. No.:BdV.- Page No.




89

Completed Rate

Labour Rate

12

R.M. 448.00 118.00

13

No. 3656.00 918.00

14

Spec. No. 1046.00 272.00

15(A)


Rate for the Year 2010-2011Unit

Providing and fixing Orissa type ____ (of IS Std.)earthenware 580 x 410 mm water closet pan including "P" trap, Cast Iron soil and vent pipes upto theoutside face of the wall including 100 mm. diametercast iron plug bend, cement concrete bedding, 10litres capacity UPVC

Renewing Indian type white glazed earthenware 625mm water closet pan with 'P' trap including cementconcrete bedding and making good the damages,making connections to watersupply and drainage andmaking good the defeciencies if any complete.


Providing and fixing Indian type white glazedearthenware 580 mm water closet pan including "P"trap, white earthenware foot rests, Cast Iron soil andvent pipes upto the outside face of the wall including100 mm. diameter cast iron plug bend, cementconcrete bedding, 10 litres fibre/UPVC high levelflushing cistern of approved quality and make withfittings, inlet pipe with stop tap, brackets for fixing thecistern, 32 mm. diameter UPVC flush pipe with fittingsand clamps, 20 mm diameter galvanised iron overflowpipe with mosquito proof coupling, galvanised ironchain and pull, painting to the cistern and exposedpipes and cutting and making good the walls andfloors etc. complete. (Exclusing waterproof brick batcoba)



Providing and fixing 45 cm wide steel ladder of 40 x 6mm mild steel flat stringers and steps of 18 mmdiameter mild steel bar including fixing it in M-15cement concrete block 60 x 30 x30cm and paintingthe ladder with antirust primer and 2 coats of oil paintetc. complete.


90

Completed Rate

Labour Rate

15(A)

Spec.

a) White glazed first class No. 5684.00 1241.00

b) Coloured glazed first class No. 7766.00 1241.00

15(B)

Spec.

a) White glazed first class No. 4102.00 588.00

b) Coloured glazed first class No. 4387.00 588.00

16

Spec. No. 3012.00 733.00

/Fibre flushing cistern of approved quality and makewith fittings, inlet pipe with stop tap, brackets for fixingthe cistern, 32 mm diameter UPVC flush pipe withfittings and clamps, 20 mm diameter galvanised ironoverflow pipe with mosquito proof coupling,galvanised iron chain and pull, painting to the cisternand exposed pipes and cutting and making good thewalls and floors etc. complete.(Exclusing waterproofbrick bat coba)

Unit

Providing and fixing Orissa type ____ (of IS Std.)earthenware 580 x 410 mm water closet pan including "P" trap, Cast Iron soil and vent pipes upto theoutside face of the wall including 100 mm. diametercast iron plug bend, cement concrete bedding.






Providing and fixing European type white glazed (ofIS Std.) earthenware water closet pan with Bekeliteseat and lid with chromium plated brass hinges andrubber buffers including UPVC and soil/vent pipe uptothe outside face of wall, 10 litre enamelled low levelflushing cistern with fittings, pipe and stop tapbrackets for fixing cistern 32 mm dia. UPVC flushpipe with fittings and clamps, 20 mm dia. UPVCoverflow pipe, mosquito proof couplings, G.I. chainand pulley, cutting and making good to the walls andfloors, testing etc. complete. (Prior approval of sampleand brand by Ex.Engineer is necessary before use.)


91

Completed Rate

Labour Rate

17

Spec. No. 3203.00 733.0018

Spec. No. 3363.00 733.00

19

Spec. No. 6433.00 517.00

Providing and fixing European type white glazed (asper IS Std.) earthernware coupled closet withsyphonic trap with syphonic low level 10 litres WhiteGlazed cistern with black bakelite seat and lid withchromium plated brass hinges including uPVC soiland white glazed vent pipe upto the outside face ofthe wall including 100 mmdia. uPVC plug bend,inlet pipe, stop tap etc. all fittings, cutting and makinggood to the walls and floor, testing etc. complete.(Prior approval of sample and brand by Ex.Engineeris necessary before use.)

Description of ItemsItem No.& Item code

Providing and fixing European type coloured glazed(as per IS Std.) earthenware water closet pan withBekelite seat and lid with chromium plated brasshinges and rubber buffers including UPVC soil andvent pipe upto the outside face of wall, 10 litre UPVClow level tank flushing cistern, 32 mm. dia. UPVCflush pipe with fittings, and clamps 20 mm dia. UPVCover flow pipe with mosquito proof couplings, pointingto exposed pipe and cutting and making good to thewall and floor testing etc. complete. (Prior approval ofsample and brand by Ex. Engineer is necessarybefore use.)

Providing and fixing European type white glazed (asper IS Std.) earthenware water closet pan withBekelite seat and lid with chromium plated brasshinges and rubber buffers including UPVC, soil/ventpipes upto outside face of-the walls, 10 litre fibre lowlevel tank flushing cistern with fittings, pipes and stoptap, brackets for fixing the cistern 32 mm dia. UPVCflush pipe with fittings and clamps, 20 mm dia. UPVCoverflow pipe with mosquito proof coupling galvanisediron chain and pulley painting of the cistern andexposed pipes and cutting and making good to thewall and floor, testing etc. complete. (Prior approval ofsample and brand by Ex.Engineer is necessary before use.)


Unit





92

Completed Rate

Labour Rate

20

Spec. No. 2975.00 733.00

21

Spec. No. 3217.00 733.00

22

a) Coloured glazed No. 5415.00 361.00b) White glazed No. 3466.00 272.00

Providing and fixing "Anglo Indian type" (IS Std.)Orissa Pattern white glazed water closet pan withbackelite seat and lid with chromium plated brasshinges including UPVC soil and vent pipe upto theoutside face of the wall and 100 mm dia.UPVC plugbend, 10 litre UPVC low level flushing cistern, 32 mmdia. UPVC flush pipe with fittings and clamps,20 mmdia. UPVC over flow pipe with mosquito proofcoupling, G.I.chain and pulley painting of cistern andexposed pipe and cutting and making good to thewalls and floor, testing etc. complete. (Prior approvalof sample and brand, by Ex. Engineer is necessarybefore use.)

Providing and fixing "Anglo Indian type" white glazed(as per IS Std.) earthenware water closet pan withbekelite seat and lead with chromium plated brasshinges including UPVC soil and vent pipe upto theoutside face of the wall and 100 mm dia. UPVC plugbend, 10 litre UPVC low level flushing cistern, 32 mmdia. UPVC flush pipe with fittings and clamps,20 mmdia. UPVC over flow pipe with mosquito proofcoupling, G.I.chain and pulley painting of cistern andexposed pipe and cutting and making good to thewalls and floor, testing etc. complete. (Prior approvalof sample and brand, by Ex. Engineer is necessarybefore use.)

Providing and fixing _____ earthenware full stall typeUrinal without flushing cistern with inlet pipes, UPVCflush pipe, stop tap 32 mm dia. with fittings,UPVC soilpipe,UPVC trap and soil pipe connection upto theoutside face of the wall, making good to damagedsurface, testing etc. complete. (Prior approval ofsample and brand by Ex.Engineer is necessarybefore use.) (One full stall urinal)







93

Completed Rate

Labour Rate

23

a) Coloured glazed No. 7547.00 936.00

b) White glazed No. 5471.00 832.00

24

Spec.

a) Coloured glazed No. 2961.00 400.00b) White glazed No. 1401.00 400.00

25

No. 1907.00 576.0026

No. 2193.00 669.00




Providing and fixing of approved quality and makewhite glazed earthenware lipped flat back type urinalwith Fibre/UPVC 5 litres capacity flushing cistern withfittings, inlet pipe with stop tap, brackets for fixing thecistern, 32 mm. diameter UPVC heavy type flush pipewith fittings etc. complete.

Providing and fixing ___ earthenware semi stall typeurinals (of IS Std.) without cistern, with inlet pipesstop tap,UPVC flush pipe with fittings and flushingarrangement including UPVC soil pipe, UPVC trapand soil pipe connection upto outside face of wall,making good the damaged surface, testing etc.complete. (Prior approval of sample and brand byEx.Engineer is necessary before use.)

Providing and fixing _____ earthenware full stall typeUrinal without flushing cistern with inlet pipes,UPVCflush pipe, stop tap 32 mm dia. with fittings,UPVC soilpipe,UPVC trap and soil pipe connection upto theoutside face of the wall, making good to damagedsurface, testing etc. complete. (Prior approval ofsample and brand by Ex.Engineer is necessarybefore use.) (Two full stall urinal)

Providing and fixing of approved quality and makegroup of two white glazed earthenware lipped flatback type urinal with Fibre/UPVC 5 litres capacityflushing cistern with fittings, inlet pipe with stop tap,brackets for fixing the cistern, 32 mm. diameter UPVCflush pipe with fittings etc. complete.





94

Completed Rate

Labour Rate

27

A) White glazed with bottle trapa)45x30 cm. No. 1219.00 550.00b)55x40 cm. No. 1706.00 426.00c)63x45 cm. No. 1767.00 426.00

B) Coloured glazed with bottle trap

a)45x30 cm. No. 1462.00 423.00b)55x40 cm. No. 1767.00 422.00c)63x45 cm. No. 1877.00 422.00

28

Spec. a) White glazed No. 770.00 37.00

b) Coloured glazed No. 1024.00 37.00

29

a) 600x450x200 mm. No. 1837.00 426.00b) 450x300x200 mm. No. 1548.00 422.00


Providing and fixing ___ earthenware Wash HandBasin of ____ size including cold water piller taps,brackets, rubber plugs and brass chain, stop tap,chromium plate bottle trap and necessary pipeconnections including UPVC waste pipe and trap uptothe outside face of the wall, making good thedamaged surface, testing etc. complete.



Providing and fixing of approved quality and makewhite glazed earthenware sink of size________including all connections of the G.I. supply and UPVCwaste pipe and trap upto the outside face of the wall,cold water chromium plated screw down bib tap,rolled steel or C.I. brackets, rubber plug with chainand stop tap, making good the damaged surface,chromium plated bottle trap testing etc. complete.

Providing and fixing ______ pedestal for Wash HandBasin of approved size and quality testing etc.complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)( with permissionof S.E.)




95

Completed Rate

Labour Rate

30

a) 60x45x25 cm. No. 3760.00 402.00b) 40x30x25 cm. No. 2982.00 402.00

31

No. 429.00 142.00

32

No. 322.00 142.00

33

R.M. 521.00 57.00

34

a) 100 mm. R.M. 149.00 37.00b) 150 mm. R.M. 215.00 37.00c)225 mm. R.M. 375.00 37.00

Providing and laying saltglazed stone ware pipe of____ mm diameter including fittings such as bends,tees, single junction, double junction, laying, jointingincluding excavation and refilling trenches etc.complete.Spec. No.:BdV.-39 Page No.573

Providing and laying 100 mm dia. half round whiteglazed earthenware pipes in cement concrete 1:5:10bedding including bends, giving necessary slope,pointing, making good the damaged surface testingetc. complete.

Spec. No.: As directed by Engineer in charge.

Providing and fixing Steel sink ofsize................including all connections of G.I.supplyand UPVC waste pipe and trap upto outside face ofwall, cold water chromium plated screw down bib tap,rolled steel or C.I.brackets, rubber plug and brasschain, stop tap, making good the damaged surface,chromium plated bottle trap testing etc. complete.(Prior approval of sample and brand by Ex.Engineeris necessary before use.)

Providing and fixing 10 cm dia. C.I.Nahani Trap (longarm) including symet grating,bend, connecting pieceof C.I.pipe upto the outside face of the wall, makinggood the damaged surface, testing etc. complete.





Providing and fixing 10 cm dia.uPVC Nahani Trapfixed with UPVC grating, UPVC plug bend and pieceof UPVC pipe upto plug bend, scaffolding etc.complete.



96

Completed Rate

Labour Rate

35

R.M. 281.00 43.0036

a) 100 mm. R.M. 98.00 80.00b) 150 mm. R.M. 138.00 80.00

37


Providing and fixing-------- diameter Cast Iron waste water pipe with necessary fixtures and fittings such as bends, tees, single junction, double junction, slotted vent offests,pipe over mild steel bracket m.s. flat of 40mm.wide and 3mm. thick on wall, supported on ground by cement concrete M-15



Providing and fixing 75 mm dia. cast iron Rain WaterPipes with lugs including rain water receiving recesswith cast iron grating, plug bend, necessary fittingssuch as offsets, shoe including filling joints with spunyarn soaked in bitumen and cement mortar of 1:3proportion fixing over mild steel bracket m.s. flat of40mm.wide and 3mm. thick on walls, cementconcrete M-15 blocks of 30 x 30 cm in size includingnecessary scaffolding and painting the exposed faceswith one coat of red lead oil paint and two coats of oilpaint including removing the existing pipe if necessary and conveying and stacking in P.W.D. chowky or asdirected etc. complete.


Unit


Providing and fixing ___ diameter asbestos cementRain Water Pipes including rain water receivingrecess, caste iron grating, necessary asbestoscement fittings such as bends, shoes, pipes on wallsover mild steel bracket m.s. flat of 40mm.wide and3mm. thick,necessary scaffolding,supported onground by cement concrete M-15 block of 0.30m x0.30m x0.30m or laying in ground including necessaryexcavation, filling the trenches,filling joints withcement morte 1:2, painting the exposed faces withtwo coats of paint etc.complete (including removingthe existing pipe if necessary and conveying andstacking in P.W.D.chowky or as directed.)

97

Completed Rate

Labour Rate

a) 75 mm. R.M. 313.00 110.00b) 100 mm. R.M. 353.00 110.00

38

R.M. 408.00 111.00

39

Spec. a) 110 mm. R.M. 447.00 82.00b) 75 mm. R.M. 407.00 80.00

40 Providing and fixing ____ centrifugally spun cast iron soil / vent / waste pipe with necessary fixtures and fittings such as bends, tees, single junction, double junction, slotted vent, offsets,over mild steel bracket m.s. flat of 40mm.wide and 3mm. thick on walls or laying in the ground including excavation, refilling trench, filling joints with cement mortar

block of 0.30m x 0.30m x 0.30m or laying in theground including excavation, filling the trench, fillingjoints with cement mortar 1:2 with two coats ofanticorrossive paint, scaffolding etc. complete.

Providing and fixing in position unplasticized polyvenyl chloride (UPVC) ultra voilet rays stabilised_______ outer diameter rain water pipe conforming toI.S. 4985 and I.S. 13592, including necessary fittings,such as UPVC grating, bends, with door, UPVCclamps,over mild steel bracket m.s. flat of 40mm.wideand 3mm. thick on walls, horse shoes at bottom,rubber ring and making connections water tight withsolvent cement including making holes in masonaryconcrete, redoing the same in cement mortar 1:3,curing, testing etc. complete.


Providing and fixing 100 diameter Cast Iron Soil pipeswith necessary fixtures and fittings such as bends,tees, single junction, double junction, slotted ventoffests, over mild steel bracket m.s. flat of 40mm.wideand 3mm. thick on walls or laying in the groundincluding excavation, filling the trench, filling jointswith cememt mortar 1:2 with two coats ofanticorrossive paint, scaffolding etc.complete.






98

Completed Rate

Labour Rate

a) 75 mm. diameter R.M. - -b) 100 mm. diameter R.M. - -c) 150 mm. diameter R.M. - -

41

a) 63.50 mm. diameter vent pipe R.M. 97.00 43.00b) 75 mm.diameter waste water pipe R.M. 110.00 57.00c) 100 mm. diameter waste water & soil pipe R.M. 134.00 110.00

42

Spec.

a) 75 mm.diameter waste water pipe R.M. 228.00 42.00

b) 90 mm. diameter waste water & soil pipe R.M. 349.00 63.00

43

Spec.

Providing and fixing ___ UPVC vent / waste water /waste water & soil pipe conforming to I.S. - 13592,and I.S. - 4985 to withstand continous internalhydraulic pressure of 4 kg/cm2 including necessaryfittings, such as bends, tees, single junctions, doublejunctions and joining with rubber rings and lubricants,over mild steel bracket m.s. flat of 40mm.wide and3mm. thick on walls or laying in ground includingnecessary excavation, laying, refilling the trenchtesting etc. complete.


Providing and fixing ____ approved asbestos cementvent / waste water / waste water & soil pipe withnecessary fittings such as bends, tees, singlejunction, double junction, slotted vent, offsets, overmild steel bracket m.s. flat of 40mm.wide and 3mm.thick on walls,supported on ground floors cementconcrete M-15 block of 0.30m x 0.30m x 0.30m, orlaying in the ground including necessary excavation,refilling the trenches, filling joints with cement mortar1:2, painting with red lead oil base coat and two coatsof anticorrosive paint, testing etc. complete.



Providing and fixing A.C.Slotted Cowl Dome ______in soil pipe including necessary fitting material /adhesive etc.complete.

Spec. No.:BdV.-35 Page No.570 & IS : 3989-1984

1:2,with red lead oil paint one coat and two coats of oil painting,testing etc. complete.




99

Completed Rate

Labour Rate

a) 75 mm.diameter No. 36.00 19.00

b) 100 mm. diameter No. 69.00 19.00

44

Spec.

a) 75 mm. No. 38.00 16.00b) 90 mm. No. 53.00 16.00c) 110 mm. No. 58.00 16.00

45

a) 150 mm.diameter R.M. 334.00 52.00b) 225 mm. diameter R.M. 380.00 53.00c) 300 mm. diameter R.M. 426.00 56.00

46

a) 60x45 cm. No. 2917.00

b) 90x45 cm. No. 3684.00

Providing & fixing in position UPVC, Ultra Voiletstabilised ______ outer diameter cowl domeconfirming I.S. 4985 including making joints withsolvent / cement etc. complete.

Providing & Laying concrete pipes of I.S.NP.2 classof ------------- in proper line, level and slope including,nesessary collars, testing, excavation, laying, fixingwith collars in cement mortar 1:1 and refilling thetrench etc. complete.



Providing and constructing Brick Masonry Inspectionchamber _____ and 45 to 90 cm in depth including1:4:8 cement concrete foundation, 1:2:4 cementconcrete channels, brick masonry, plastering frominside and outside as required in cement mortar 1:3and airtight RCC lid with frame fixed in cementconcrete 1:2:4, curing etc. complete.





100

Completed Rate

Labour Rate

47

No. 4136.00

48

No. 676.00 38.00

49

No. 702.00 213.00

50

No. 267.00 25.00

51

Spec. No. 100.00 7.0052

Spec. No. 100.00 7.00




Providing and fixing chromium plated aluminium towelrails 20 dia. and 75 cms long of required length andapproved quality fixed on teak wood plate 3" x 3/8"including providing teak wood block in the brick worketc. complete. as directed.

Providing and fixing chromium plated Towel Rails 75cms. long, 16mm dia. and of approved quality fixed on chromium plated bracket including providing teak wood gutties in masonry etc. complete.

Providing and fixing 100 mm diameter. Chromiumplated brass shower rose to 15 mm dia. G.I.Pipesincluding necessary bends and sockets etc. complete.




Providing and constructing Brick Masonry IntersepticChember 90 cm x 45 cm and 90 cm to 150 cm indepth including 1:4:8 cement concrete foundation, M-15 cement concrete channels, fixing salt glazedstoneware intercepting trap with rodding pipe set in1:4:8 cement concrete block, brick masonry plasteringinside and outside, airtight C.I.lid with frame fixed incement concrete,curing etc.complete.

Providing and fixing 15 x 10 cm of approved qualitysalt glazed stoneware gully trap in cement concrete1:4:8 outside the building including symet grating inthe sink, connecting glazed stoneware pipe, brickmasonry chamber with R.C.C. lid and Symet gratingfor the gully trap, testing etc. complete.

Providing soak pit of size 120 x 120 x 120 cmincluding excavating and filling with brick bats.charcoal as per drawing etc. complete.




101

Completed Rate

Labour Rate

53

Spec. a) with four pegs No. - -b) with three pegs No. - -

54

No. 668.00 47.0055

No. 831.0056

Spec. No. 219.0057

Spec. a) Fibre / uPVC No. 938.00 65.00b) C.I. flushing cistern No. 871.00 65.00

58

Spec.

a) 1.15x0.60 Metre in size No. 573.00 75.00

b) 1.25 Metre diametre No. 734.00 75.00

Providing and fixing--------- reinforced cementconcrete cover of approved quality and make, 7.5cmthick over manhole and inspection chamber includingmild steel reinforcement, curing testing etc. complete.




Renewing high level 10 litres ___ flushing cistenrn (asper IS Std.) of approved quality and make, includingremoving the existing tank & disconnecting &reconnecting to water supply and drainage pipes andmaking good the deficiencies etc. complete.

Spec. No.:BdV.----- Page No.


Providing Mirror of approved Indian quality; copperplated with 100 mm thick plywood backing and fixedin the masonry etc. complete as directed.

Providing and fixing chromium plated Peg Rack____fixed on 3" x 3/8" varnished teak wood plate 3'-0" longincluding fixing teak wood blocks in masonry etc.complete.

Providing and fixing Glass shelf 125 mm wide and 60cm long with necessary chromium plated brackets,providing teak wood gutties etc. complete.

Spec. No.:BdV.----- Page No.

Providing and fixing 450 x 550 mm size superior typeBelgium mirror with 16mm dia. nickel plated towel rodetc. complete.




Deleted

102

Completed Rate

Labour Rate

59

Spec. Litre 7.00 -

60

Spec.

a) up to 5000 litre capacity Litre 1.00 1.00

b) Above 5000 litre capacity Litre 2.00 1.00

61

Spec. No. 878.00 765.00

Spec. Cum. 183.00 177.00

62

a) 900 mm.diameter No. 6768.00 345.00

b) 1200 mm. Diameter No. 10528.00 690.00


Conveying, hoisting and fixing the HDPE tanks at theterrace with all lead and lift and making necessaryconnections including fixing ladder as per MunicipalCorporation requirement etc. complete.




Providing and fixing 2.5 m long Hume pipe septic Tank with pipe and cap including necessary excavation and laying etc.complete.

Add for extra one cubical capacity of Septic tankabove 1.50 Cubic Meter Capacity etc. complete.

Cleaning the Septic Tank upto 1.50 Cubic Metercapacity or equivalent etc. complete

Providing hoisting and fixing in position sintex orequivalent high density polyethylene UV stabilizedconforming to I.S.12701, water storage tank withnecessary connections, testing & all requiredaccessaries etc. complete. (Prior approval of sampleby Ex. Engineer is necessary before use.)





103

Completed Rate

Labour Rate

1

Spec. Sq.M. 85.00 11.00

2

Spec. Sq.M. 100.00 11.00

3

Spec.

a)12.50 mm thick Sq.M. 208.00 39.00

b)25 mm thick Sq.M. 377.00 98.00

c) 50 mm thick Sq.M. 628.00 82.00

d) 75 mm thick Sq.M. 879.00 134.00

4

Spec. Sq.M. 31.00

Providing and applying one coat polymer basedpolysafe-plastone bonding chemical to concretesurface including cleaning the existing surface bygrinding / wire brushing etc. complete as directed.


Providing and applying ________ polymer polysafeplastone or approved polymer based cement mortar1:3 with river screened sand in all positions by usingapproved polymer chemical (as per IS std.)specifications and finishing the surface smooth,curing etc. complete as directed.


Providing and applying two coat of anticorrosivepolymer "Rust-remover"of approved quality coating tothe steel surface by exposing the reinforcement,removing dust, only residue and existing paint if anythorughly and washing the surface with wateretc.complete as directed.


Providing Pre-constructional Anti termite treatment bytreating the bottom surface and the sides ofexcavation in soil with the plinth beams at the rate of3 litres of emulsion concentrate of one percentconcentration of chlorpyrifos 20% F.C.( i.e. by diluting5 ltr. of chlorpyrifos 20% EC with 95 ltr. of water) ISIapproved conforming as per I.S. 8944 & I.S. 6313(Part II 1981) and spraying by high volume sprayerper square metre surface area with ten yearsguarantee bond etc.complete.


Bd - W :Miscellaneous



104

Completed Rate

Labour Rate

5

Spec. No. 22.00 -6

Spec. One Joint

12.00 -

7

Spec. One Hole

6.00 -

8

Spec. Sq.M. 20.00 -


Providing exhaustive Anti termite treatment to thewooden frames by drilling 6 mm holes at four cornersor as directed on one side at downward angle of 45degree at junction of wood work and masonry and inbetween as instructed by Engineer as perrequirement at the rate of 60 millimeter of chlorpyrifos20% EC as per I.S. 6313 (Part III) of 1981.and fillingwith putty,with two years guarantee bond etc.complete.

Providing exhaustive Anti termite treatment to thewooden beames by injecting antitermite chemicalemulsion at four corners or as directed on one side atdownward angle of 45 degree at wooden joints andmasonry and in between as instructed by Engineer asper requirement at the rate of 80 millimeter ofchlorpyrifos 20% EC as per I.S. 6313 (Part III) of1981,per joint as per requirement and filling withputty, with two years guarantee bond etc. complete.



Providing exhaustive Antitermite treatment around theperiphery by excavating trenches of 20 cms. widthand exposing the side of columns and plinth beamsupto a depth of 300 mm by injecting one percent ofchlorpyrifos 20% EC as per I.S. 6313 (Part III) of1981,at the rate of 2.25 litres per running metre ormore as per requirement with two years guaranteebond etc.complete.




Providing exhaustive Antitermite treatment to thesides of flooring by injecting one percent ofchlorpyrifos 20% EC as per IS 6313 (Part III) of1981at the rate of 50 millimeter per hole of 6 mmdiameter drilled at a distance of 30 cms centre tocentre or more as per requirement and sealing thesame with proper filling, with two years garentee bondetc. complete.


105

Completed Rate

Labour Rate

9

Spec. Sq.M. 10.00 -

10

Spec. No. 49.00 -

11

Sq.M. 31.00 -

12

Sq.M. 22.00 20.00

13

Sq.M. 8.00 7.00

14

Sq.M. 20.00 20.00

15

M.T. 947.00 909.00

Providing general pest control services to the buildingto control the nuisance of the cockcroaches, lizards,bedbugs and other insects etc. with four operations ina year and monthly check up etc. complete.



Providing general pest control services to all sizeinspection chambers to control nuisance of thecockcroaches during the year with monthly check upetc. complete.

Dismantling and resetting Manglore tiles from roofincluding refixing loose battens etc. complete.

Spec. No.:BdW.-8 Page No.587



Dismantling G.I. and A.C. sheet roofing includingpurlins and rafters etc. including sorting outserviceable and unserviceable material and stackingthe same as and where directed in the compound,including scaffolding etc. complete.

Dismantling R.S. girders of any size and spanlowering the same and stacking neatly whereverdirected in the compound, scaffolding etc. completefor all height.



Dismantling G.I. and A.C. sheet roof covering andstacking them as and where directed in thecompound, including scaffolding etc. complete.



Dismantling Manglore tiled roof and ridge tiles withbattens, ridge and barge boards, eaves boards etc.and stacking the materials as directed with all leadsand lifts complete including removing wood workbelow etc. complete.


106

Completed Rate

Labour Rate

16

Sq.M. 14.00 13.00

17

No. 181.00 167.00

18

No. 149.00 137.00

19

No. 128.00 117.00

20

Sq.M. 17.00 16.00

21

Sq.M. 33.00 31.00

22

R.M. 1.00 1.00

23

R.M. 2.00 2.00Spec. No.:BdW.-8 Page No.587

Dismantling the tiles, battens and dungree cloth,purlins, rafters, ridges etc. from roof sorting outserviceable and unserviceable materials and stackingthe same as and where directed in the compoundscaffolding etc. complete.

Dismantling king post truss from roof and stacking thematerials as directed with all lifts and initial lead of 50mt.etc. complete.

Dismantling purlins from roof including stacking asdirected with all lifts and initial lead of 50 mt.etc.complete.

Dismantling battens from roof and stacking them asdirected with all lifts and initial lead of 50 mt.etc.complete.




Dismantling other type of truss below 5 meter spanfrom roof and stacking the materials as directed withall lifts and initial lead of 50 mt.etc. complete.

Dismantling queen post truss from roof and stackingthe materials as directed with all lifts and initial leadof 50 mt.etc. complete.



Dismantling planking from roof or ceiling and stackingthem as directed with all lifts and initial lead of 50mt.etc. complete.



Unit



Dismantling flat wooden or A.C. sheet ceiling withframe work including stacking the materials asdirected with all lifts and initial lead of 50 mt.etc.complete.


Item No.& Item code

107

Completed Rate

Labour Rate

24

R.M. 4.00 4.00

25

No. 61.00 56.00

26

No. 22.00 20.00

27

No. 58.00 53.00

28

No. 29.00 26.00

29

Sq.M. 31.00 26.00

30

Sq.M. 16.00 14.00

31

Sq.M. 12.00 11.00Spec. No.:BdW.-8 Page No.587


Dismantling teak wood trellies work with frameincluding stacking the materials as directed withframe, all lifts and initial lead of 50 mt.etc. complete.

Dismantling rafters from roof including stacking thematerials as directed with all lifts and initial lead of 50mt.etc. complete.


Dismantling cement or lime plaster includingdisposing off the spoils as directed with all lifts andinitial lead of 50 mt.etc. complete.


Dismantling wooden or A.C. partition including framework and stacking the materials as directed with alllifts and initial lead of 50 mt.etc. complete.

Dismantling ventilators and small window shutterswithout frame and stacking the materials with all liftsand initial lead of 50 mt.etc. complete.



Dismantling doors and windows shutters withoutframe and stacking the materials as directed with alllifts and initial lead of 50 mt.etc. complete.

Dismantling ventilators and small windows with frameand stacking the materials with all lifts and initial leadof 50 mt.etc. complete.

Dismantling doors and windows with frames andstacking the materials as directed with all lifts andinitial lead of 50 mt.etc. complete.






108

Completed Rate

Labour Rate

32

Sq.M. 14.00 12.00

33

Sq.M. 17.00 14.00

34

Sq.M. 16.00 14.00

35

Cu.M. 93.00 86.00

36

Sq.M. 33.00 30.00

37

R.M. 1.00 1.00

38

R.M. 5.00 5.00

39

R.M. 5.00 5.00

Dismantling cement tiles or marble or polishedshahabad floor or dado without bed concreteincluding stacking the materials as directed with alllifts and initial lead of 50 mt.etc. complete.



Dismantling trap stone from floor without bedconcrete including stacking the materials as directedwith all lifts and initial lead of 50 mt.etc. complete.



Dismantling wire fencing with iron/cement concretefencing posts and stacking the materials as directedwith all lifts and initial lead of 50 mt.etc. complete.

Dismantling Shahabad or Tandur stones from floorwithout bed concrete including stacking the materialsas directed with all lifts and initial lead of 50 mt.etc.complete.

Dismantling brick bat coba including stacking thespoils as directed with all lifts and initial lead of 50mt.etc. complete.


Dismantling teak wood panelled / partly / glazed /veneer partitions carefully without damaging theframe or panels and stacking the same as and wheredirected complete.

Dismantling wire fencing with wooden post andstacking the materials with all lifts and initial lead of50 mt.etc. complete.




Dismantling iron pipe railing having wooden R.C.C. orcement concrete or iron posts and stacking thematerials as directed etc. complete.




109

Completed Rate

Labour Rate

40

Sq.M. 28.00 21.00

41

Sq.M. 9.00 8.00

42

Sq.M. 6.00 5.00

43

Sq.M. 20.00 18.00

44

R.M. 4.00 3.00

45

R.M. 5.00 4.00

46

No. 47.00 43.00


Removing water proofing treatment such as tarfeltetc. without causing any damages to structure fromterrace including cleaning, levelling the surface,lowering down debris, refusal without causing dustnuisance and stacking the debris upto a distance of50 m etc. complete.


Removing earthen stone ware pipes and stackingthem as directed with all lifts and initial lead of 50mt.etc. complete.

Scraping old paint from steel and other metal surfacewith flame, cleaning and making the surface even andscaffolding etc. complete.Spec. No.:BdW.-8 Page No.587


Removing urinal pans or wash hand basins withframe, including disconnecting the sanitary and watersupply connections, removing the same carefully andstacking the serviceable materials as and wheredirected including throwing the unserviceablematerials out-side. etc. complete.

Scraping old paint from steel and other metal surfacewith hand scrapping, cleaning and making the surfaceeven and scaffolding etc. complete.



Removing all type existing water proofing treatmentfrom terrace including I.P.S. / Brick Bat coba 15 to 18cm thick without damages to structure, levelling andcleaning the surface for providing new water proofingtreatment complete as directed etc. complete.


Removing cast iron or wrought iron or AC pipe / GIpipe and stacking them as directed with all lifts andinitial lead of 50 mt.etc. complete.




110

Completed Rate

Labour Rate

47

Spec. No. 75.00 69.00

48

Spec. Cu.M. 75.00 69.00

49

Spec. Cu.M. 75.00 69.00

50

Spec. Cu.M. 253.00 229.00

51

Spec. Cu.M. 327.00 311.00

52

Spec. Sq.M. 21.00 19.00




Item No.& Item code



Removing W.C. pans, including disconnecting thesanitary and water supply connections, removing andbreaking flooring and bed concrete around pans andremoving the pan carefully and throwing out therefusal out-side etc. complete.

Dismantling carefully the existing structure of stonemasonary in cement or lime mortar, including sortingout serviceable materials and stacking the dismantledmaterial within 50 metre lead neatly as directed etc.complete.


Dismantling carefully the existing structure of brickmasonary in cement mortar or lime mortar, includingsorting out serviceable materials & stackingdismantled material within 50 meter lead as directedetc. complete.

Dismantling wooden floor including beams and joists,stacking the materials as directed with all lifts andinitial lead of 50 mt.etc. complete.


Rate for the Year 2010-2011Description of Items Unit

Dismantling R.C.C. concrete work including breakingconcrete by chiselling, wedging etc. including cuttingthe reinforcement, stacking the serviceable materialsand the debris separately upto a distance of 50 metreor spreading the debris as directed etc. complete.

Dismantling carefully the existing plain concrete,including stacking the materials neatly within 50meter lead as directed etc. complete.

111

Completed Rate

Labour Rate

53

Spec.

Sq.M. 99.00 35.00

Sq.M. 52.00 41.00

54

Spec. Sq.M. 2.00 2.00

55

Sq.M. 6.00 6.00

56

Sq.M. 20.00 18.00

57

No. 20.00 18.00

58

No. 29.00 24.00

59

No. 319.00 246.00

a) by compressed sand blasting



Scraping the old surfae with sand paper and coating itwith mixture of whiting or glue and linseed oilincluding scaffolding etc. complete.

Cutting holes in brick masonry walls to receive endsof Girders of any size including scaffolding etc.complete.

Scraping out old white wash/colour wash by brushingand or scraping by sand paper and preparing the wallsurface smooth including necessary repairs toscratches etc. complete.

Cleaning steel and concrete surface of columns,beams, ceilings etc.--------- including washing withpressured water including machinery, all lead, labour,scaffolding etc. complete.

b) by manually


Removing and Lowering the roof truss carefullywithout damaging the members and stacking as andwhere directed in the compound including scaffoldingetc. complete.




Cutting holes of any size in stone masonry walls toreceive ends of girders of any size and making goodthe damages done including scaffolding etc.complete.

Removing old paint from steel and other metalsurface preparing the surface by solvent degreasingand derusting by manual scrapping, flame cleaningand chemical methods, hand scrapping, scaffoldingetc. complete.





112

Completed Rate

Labour Rate

60

Cu.M. 118.00 108.00

61

R.M. 436.00 34.00

62

Spec. Sq.M. 974.00 89.00

63

Sq.M. 1697.00 153.00

Providing and fixing mild steel grill gate with angleiron frame 65 x 65 x 10 mm with iron bars at 150 mmetc. centre to centre and diagonal flats as per thedetailed drawing, including hinges, pivot blocks,locking arrangement, welding, reveting with oilpainting in three coats of approved colour shade etc.complete. (Weight of gate 35 kg /sq.m.)


Item No.& Item code


Providing and erecting chain link fencing 1.6 M.height with G.I.chain link of size 50 x 50 mm 8 guagethick and fixed 75 mm above Ground level verticalM.S. Angle of 40 x 40 x 6 mm size embedded inC.C.M-15 block of size 45 x 45 x 67 cms at 1.75 M.c/c with iron bar 16 mm dia as hold fast includingwelding link with angle frame at 30 cm c/c nuts andbolts and horizontal M.S. angles at top and bottom of25 x 25x 5 mm size and vertical M.S. flat 35 x 5 mmand 25 x 5 mm horizontal including cross support of40 x 40 x 6 mm angles both sides at every corner orbends embedded in C.C.M-15 block of size 45 x 45 x67 cms including 3 coats of oil painting etc.complete.(Prior permission of S.E.'s is necessary )


Providing and erecting 1.5 metre high wire fencingwith seven rows of barbed wire supported on mildsteel angles (50 x 50 x 6 mm) at 2.5 metres centre tocentre including excavating pits for foundation, fixingposts in cement concrete blocks of size 45 x 45 x 45cm., fastening the wire and painting the mild steelangles with one coat of red lead primer and two coatsof painting etc. complete.


Lowering debris of the existing water proofingtreatment from the terrace by any means withoutcausing dust nuisance and damages to structure,stacking the same as and where directed includingcleaning the site etc. complete.




113

Completed Rate

Labour Rate

64


Providing and fixing PVC sheet Wall Paneling ofthickness 5mm consisting of panels having size1220mm x 2440 mm stuck on inner frame work of50mm wide strips of 5mm thick PVC sheet. The stripsshould have in their center a grove of 6mmwidth and1mm depth for sinking the head of the screw used tofix the strips to the wall vertically at an equal intervalof 10”between two PVC strips. The PVC strips shallbe fixed to the wall using 65mm long M.S. screwsthrough the groove in the strip by using PVCfasteners. The distance between two screws shall notbe more than 200mm. A groove of 2mm may be left atthe joint of two panels for aesthetic looks. The exactsize of the panel and correspondingly of the grid mayvary depending on the size of the wall. Optionally astrips of 5mm thick PVC sheet of width 75mmfeathered at the edges shall be stuck at the placeswhere two panels are joined, using solvent cement.&As directed by Engineer-in-charge.

Unit




114

ROAD WORKS

Completed Rate

Labour Rate

1

a) With girths of 30 to 60 cm. No. 399.00 362.00

b) With girths of 60 to 90 cm. No. 491.00 488.00

c) With girths of 90 to 180 cm. No. 625.00 540.00

d) With girths of 180 to 270 cm. No. 683.00 593.00

e) With girths of 270 to 450 cm. No. 752.00 652.00

f) With girths of above 450 cm. No. 823.00 717.00

2

a) earth soil of all sorts sand, gravel or soft m Cu.M. 90.00 83.00

b) hard murum Cu.M. 105.00 101.00

c) hard murum and boulders Cu.M. 119.00 116.00

3

a) soft rock Cu.M. 244.00 222.00

b) hard rock by blasting Cu.M. 397.00 358.00

c) hard rock by wedging chiselling or line drilli Cu.M. 581.00 509.00

Spec. No.:Rd. 5,6,7,8 Page No. 184,185,186.

ROAD EARTH WORKCutting down trees--------- including trunks andbranches and stacking the materials neatly withina lead of 50m. as directed etc. complete.

Spec. No.:Rd. 1 Page No. 179

Excavation for roadways in soft strata such as______ including dressing section to therequired grade, camber and side slopes andconveying the excavated materials with all liftsupto a lead of 50 m and spreading forembankment or stacking, disposing as directedetc. complete.

Excavation for roadways in hard strata such as__ , including dressing section to the requiredgrade, camber and side slopes and conveyingthe excavated materials with all lifts upto a leadof 50 m and spreading for embankment orstacking, disposing as directed.

Rd - Road Work



Spec. No.:Rd. 2,3,4. Page No. 180,183,184

115

Completed Rate

Labour Rate

Rd - Road Work



4

a) in all sorts of Soil Cu.M. - -

b) in Hard murum Cu.M. - -

c) in Hard murum & Boulder Cu.M. - -

d) in Soft rock Cu.M. - -

e) in Hard rock Cu.M. - -

5

Cu.M. - -6

---a) lead of 50m Cu.M. 30.00 18.00

7

a) static roller Cu.M. 33.00 20.00b) vibratory roller Cu.M. 42.00 20.00


Excavation for widening of carriageway from 3 to5.5m / 5.50 to 7.00m width in all sorts of soilsincluding dressing section to the required grade,camber and side slopes and conveying theexcavated material with all lift upto a lead of 50mand spreading for embankment or stacking asdirected etc. complete.

Watering and compacting of embankmentformed of materials obtained from the roadcutting, within a lead of 50m to 95% of standardproctor density after laying them in layers of 20 to30 cm with _____ roller etc. complete.

Spec. No.:Rd. 9 Page No. 187Preparing embankment with approved materialsobtained from the cutting within a _____including all lifts, laying in layers of 20 to 30cm.thickness, breaking clods, dressing to therequired lines, curves, grade & section withnormal watering and compaction etc. complete.

Excavation catch / side water gutters _______ tothe specified section including stacking theexcavated stuff in a regular bund if necessaryand disposing off unsuitable or excess stuff asdirected upto 50 mtr.



Deleted

116

Completed Rate

Labour Rate

Rd - Road Work



8

a) static roller Cu.M. 35.00 20.00b) vibratory roller Cu.M. 44.00 20.00

9

Cu.M. 28.00 20.00

10

a) 95% of standard proctor densityi) static roller Cu.M. 80.00 70.00ii) vibratory roller Cu.M. 98.00 70.00

b) 100% of standard proctor densityi) static roller Cu.M. 81.00 70.00ii) vibratory roller Cu.M. 99.00 70.00

11

Cu.M. 77.00 70.00



Providing earth work in embankment withapproved materials obtained from departmentalland or other sources specified by Engineer-in-charge, upto lead of 50m. including all lifts, layingin layers of 20 to 30cm thickness, breaking clods,dressing to the required lines, curves, grade &section, watering and compaction to ___ with ___ roller etc. complete.


Watering and compacting of embankmentformed of materials obtained from the roadcutting, within a lead of 50m, to 100% ofstandard proctor density after laying them inlayers of 20 to 30 cm with _____ roller etc.complete.

Providing earth work in embankment withapproved materials obtained from Departmentalland or other sources specified by Engineer incharge ) upto lead of 50m including all lifts, layingin layers of 20 to 30cm. thickness, breakingclods, dressing to the required lines, curves,grade & section, normal watering andcompaction with power roller etc. complete.

Watering and compacting of embankmentformed of materials obtained from the roadcutting/Department land, within a lead of 50m,with normal watering and compaction includinglaying materials in layers of 20 to 30 cm withstatic roller etc. complete.


117

Completed Rate

Labour Rate

Rd - Road Work



12

a) 95% of standard proctor densityi) static roller Cu.M. 85.00 70.00

ii) vibratory roller Cu.M. 103.00 70.00

b) 100% of standard proctor density

i) static roller Cu.M. 86.00 70.00

ii) vibratory roller Cu.M. 104.00 70.00

13

Cu.M. 66.00 62.00

14

i) By blasting Cu.M. 405.00 26.00

ii) By Breaking Boulders. Cu.M. 245.00 31.00

Supplying 15 to 23cm. Trap / granite / quartzite /gneiss / laterite stone rubble at the road side forsoling/metal including conveying & stacking etc.complete.

RD - ROAD W.B.M. SURFACING



Providing earth work in embankment withapproved materials obtained from private landincluding all lifts and 50 m lead laying in layers of20 to 30cm thickness, breaking clods, dressing tothe required lines, curves, grade & section,watering and compaction to------- with-------rolleretc. complete.Spec. No.:Rd. 13 Page No. 194

Providing earth work in embankment withapproved materials obtained from private land /departmental land including all lifts and 50.mlead laying in layers of 15cm to 20cm. thicknessbreaking clods dressing to the required lines,curves, grade & section etc. complete.

118

Completed Rate

Labour Rate

Rd - Road Work



15

a) By Blasting (Hand broken)

i) 80mm metal Cu.M. 358.00 116.00

ii) 60mm metal Cu.M. 365.00 123.00

iii) 50mm metal Cu.M. 375.00 130.00

iv) 40mm metal Cu.M. 430.00 137.00

b) By Breaking boulders (Hand broken)

i) 80mm metal Cu.M. 205.00 116.00

ii) 60mm metal Cu.M. 213.00 123.00

iii) 50mm metal Cu.M. 275.00 130.00

iv) 40mm metal Cu.M. 300.00 137.00

16

Cu.M. 67.00 47.00

17

Cu.M. 57.00 40.00

18

Cu.M. 140.00 60.00

19

Cu.M. 87.00 64.00

20

Cu.M. 20.00 20.00

Laying 15 to 23cm. trap stone / laterial stonerubble soling including hand packing with rubblechips etc complete.(excluding cost of materials)


Spreading gravel / hard murum /soft murum &stone dust over the rubble soling, oversize andsize metal layer / blandage on W.B.M. surfaceetc. complete.

Supplying-----trap / granite / quartzite / gneiss /laterite stone metal at the road side for metalincluding conveying & stacking etc. complete.

Supplying soft murum at the road side, includingconveying and stacking etc. complete.


Supplying hard murum / kankar at the road side,including conveying and stacking etc. complete.

Spec. No.:Rd. 19(a),20,21,22 Page No. 199,200,201

Supplying gravel at the road side, including conveying and stacking etc. complete..


Spec. No.:Rd. 28,31,36,37 Page No.205,


119

Completed Rate

Labour Rate

Rd - Road Work



21

Cu.M. 34.00 34.00

22

i) static roller Sq.M. 10.00 3.20(II) vibratory roller Sq.M. 14.00 3.20

23

i) on W.B.M. surface Sq.M. 6.00 6.00ii) on B.T. surface Sq.M. 9.00 9.00iii) on murum surface Sq.M. 4.00 4.00

24

i) static roller Sq.M. 10.00 3.20

ii) vibratory roller Sq.M. 12.00 3.20

25

i) static roller Sq.M. 10.00 3.20ii) vibratory roller Sq.M. 12.30 3.20

26

Sq.M. 9.00 3.20

Compacting the 80 mm size laterite metel layerswith power roller including necessary labour,materials and artificial watering etc. complete.(controlling item)

Spec. No.:Rd.35 Page No.209

Picking the road surface including sectioning etc. complete.Spec. No.:Rd.33 Page No. 208

Spec. As directed by Engineer-In-Charge.


Compacting the size metal (150 mm loose) layerupto 2.00m width with ______ roller, includingnecessary labour, materials and artificialwatering etc. complete.

Compacting the size metal (100 mm loose) layer2.00 to 7.00 m width with _____ roller, includingnecessary labour, materials and artificialwatering etc. complete.


Spec. No.:Rd. 29,34 Page No. 205,208

Spreading oversize 40mm / 50mm / 60mm /80mm metal including sectioning etc. complete.

Compacting sub grade / gravel / oversize metal(200mm loose)layer 2 to 7 m wide with _____,including necessary, labour, materials andartificial watering etc. complete.

120

Completed Rate

Labour Rate

Rd - Road Work



27

Sq.M. 7.50 3.20

28

Cu.M. 19.00 19.00

29


30

i) static roller Sq.M. 4.40 1.003.8 ii) vibratory roller Sq.M. 5.50 1.00

31


32

a) 40 mm Cu.M. 501.00 19.00b) 25 mm Cu.M. 522.00 19.00c) 20 mm Cu.M. 538.00 19.00

d) 12 mm Cu.M. 535.00 19.00e) 10 mm Cu.M. 535.00 19.00f) 6 mm Cu.M. 378.00 19.00


Spreading hard murum / kankar on the road formation / side width.

Compacting the 60 mm size laterite metel layerswith power roller including necessary labour,materials and artificial watering etc. complete.(controlling item)

Spec. No.:Rd. 37,39 Page No 209,210

Spec. No.:Rd.41 Page No. 215

Compacting the hard murum / kankar upto 2.00m width (200mm loose) with ______ rollerincluding artificial watering etc. complete.


Compacting the hard murum side width, layerwise on each side with ______ roller includingartificial watering etc. complete.

Compacting the hard murum / kankar 2.00m to7.00m width (200mm loose) with _______ rollerincluding artificial watering etc. complete.

Supplying------- crushed metal of trap / granite /quartzite / gneiss stone aggretage at the roadside, including conveying and stacking etc.complete for use in bituminous road surface.



121

Completed Rate

Labour Rate

Rd - Road Work



33

Cu.M. 139.00 4.20

34

No. 8.00 7.00

35

R.M. 3.50 2.00

36 Sq.M. 105.00 34.00

37 Cu.M. 492.00 120.00

38

Sq.M. 81.00 13.00

39

Sq.M. 214.00 19.00

Supplying stone dust of trap stone aggregate atthe road side, including conveying and stackingetc. complete for use in bituminous road surface.

Providing dry Trap rubble stone masonry with headers etc. complete.



Providing and laying shoulder drain of traprubble of 0.45 x 0.45 metre section at 450 angleincluding hand packing, filling vicids with sandand shingle of approved quality and ramming etc.complete as directed.

Spec. No.:Rd. 41 Page No.215

RD - ROAD ASPHALT SURFACING

Providing rain cuts over side shoulder andmaking arrangement for surface drainage.


Providing dry Trap rubble stone pitching 23 cm thick as directed etc. complete.



Refixing the disturbed guard stone in positionand in line with necessary excavation, backfilling, ramming etc. Complete.

Providing 50 mm (about 2") thick full groutbituminous road surface including supplying allmaterials, preparing the existing road surface,laying the required thickness of metal layer,heating and spraying bitumen, spreading chips,laying with seal coat @ 125 Kg/100 square metreand compacting etc. complete.(with Bulk asphalt60/70 grade.)Spec. No.:Rd.59 Page No.232

122

Completed Rate

Labour Rate

Rd - Road Work



40

Sq.M. 14.00 9.00

41

Sq.M. 5.00 1.00

42

i) 60/70 grade of bitumen Sq.M. 114.00 22.00

43

Sq.M. 15.00 9.00

44

Sq.M. 4.00 1.00

Laying 50 mm thick full grout bituminous roadsurface including preparing the existing roadsurface, laying the required thickness of metallayers, heating and spraying bitumen, spreadingchips and laying seal coat etc. complete,excluding cost of stone aggregate, bitumen andcompacting with static roller.(using bulk asphalt)(Controlling Item)

Compacting 25 mm thick premix bituminouscarpet with power roller, including labour, use oftool and plant etc. complete controlling item.

Compacting 50 mm thick full grout surface withpower roller including labour, use of plant etc.complete (Controlling Item.)Spec. No.:Rd.44 Page No.220



Laying 25 mm. thick premix bituminous carpetincluding and cleaning the base, heatingbitumen, mixing bitumen &chips in a bitumenmixer and laying the carpet layer etc.complete.(excluding cost of stone aggregate, bitumen andcompaction)


Providing 25 mm thick premix bituminous carpetof ---------- including supplying all materials,preparing and cleaning the base heatingbitumen , mixing hot bitumen and chips, layingthe carpet layer and compacting etc.complete.(using Bulk Asphalt).


123

Completed Rate

Labour Rate

Rd - Road Work



45

Sq.M. 127.00 19.00

46

Sq.M. 84.00 16.00

47

Sq.M. 14.00 8.00

48

Sq.M. 4.00 0.2549




Laying 20 mm thick bituminous premixed carpetincluding preparing and cleaning, mixing chips ina bitumen mixer and laying the carpet etc.complete excluding cost of seal coat / tack coat,stone aggregate, bitumen and compaction.(usingBulk Asphalt)

Providing 25 mm thick HMHL bituminous premixcarpet of 60/70 grade of bitumen includingsupplying all materials, preparing and cleaningthe base, heating bitumen, , mixing hot bitumenand chips in drum mix plant, laying the carpetlayer by paver finisher and compacting by powerroller etc. complete.(using Bulk Asphalt)

Compacting 20 mm thick bituminous premixedcarpet with power roller, including labour, use oftool and plant etc. complete.

Spec. No.:Rd.63 Page No.233 MoRT&H,cl.511

B) with sensor paver

Providing 20 mm thick H.M.H.L.bituminouspremixed carpet of ------grade,including supplyingall materials, preparing and cleaning the base,heating bitumen, mixing hot bitumen and chips indrum type hot mix plant laying the carpet layerwith -------- finisher and rolling with power roller 8-10 Tan capacity . (using Bulk Asphalt.)

A) with paver finisher


Providing 20 mm thick bituminous premix carpetof 60/70 grade of bitumen including supplyingall materials, preparing and cleaning the base,heating bitumen mixing hot bitumen and chips,laying the carpet layer and compacting etc.complete.(using Bulk Asphalt.) Spec. No.:Rd.63 Page No.233


124

Completed Rate

Labour Rate

Rd - Road Work



50

a) Sq.M. 47.00 16.00

b) Sq.M. 71.00 16.00

51

Sq.M. 8.00 7.00

52

Sq.M. 4.00 0.30

53

Sq.M. 122.00 15.00

54

Sq.M. 10.00 8.0055

Sq.M. 5.00 1.00


Rolling the single coat bituminous surfacedressing of road with static roller including labouretc. complete.Spec. No.:Rd.54 Page No. 229

Providing single coat surface dressing on_______ road surface including supplying allmaterials,cleaning the road surface,heating andapplying bitumen,spreading chips,use oftools,plant and equipments and rolling with staticroller etc.complete. (using bulk asphalt 60/70grade)

W.B.M. (bitumen @ rate of 1.80 kg / square metre.)

Spec. No.:Rd.64Page No.233,MoRT&H,cl.508B.T. (bitumen @ rate of 1.00 kg / square metre.)

Laying single coat surface dressing includingcleaning the road surface heating and applyingbitumen to the road surface spreading chips etc.complete,excluding cost of rolling (using bulkasphalt).


Providing two coat Bitumen surface dressingincluding supplying all materials,including allleads,cleaning the road surface,spreading chipsand rolling etc.complete. ( using bulk asphalt60/70 grade @ rate of 2.80 kg./ square meter.)

Laying two coat bituminous surface dressingincluding cleaning the road surface, heating andapplying bitumen to the road surface andspreading chips etc. complete. (excluding cost ofstone chips and bitumen )

Rolling two coat bituminous surface dressing witha power roller including labour use of plant etc.complete (controlling item)

Spec. No.:Rd.64Page No.233,MoRT&H,cl.508


125

Completed Rate

Labour Rate

Rd - Road Work



56

Sq.M. 45.00 7.00

57

Sq.M. 8.00 7.00

58

Sq.M. 4.00 0.45

59

a) Sq.M. 20.00 6.00b) Sq.M. 37.00 7.00

60 Providing and laying 75 milimeter thickBituminous Bound Macadam road surface ........supplying all materials, preparing the existingroad surface,spreading 40 mm stone metallayer,heating and spraying bitumen,spreading 12mm size chips,compacting with powerroller/vibratory roller etc.complete.( using 60/70grade of bitumen )


Laying bituminous liquid seal coat to black topsurface including preparing the existing roadsurface, heating and applying bitumen andspreading chips etc.complete excluding cost ofstone chips bitumen and rolling. (using bulkasphalt).

Spec. No.:Rd.66 Page No. 233 MoRT&H Cl

Providing bituminous Liquid seal coat to B.T.surface including, supplying all materials with allleads, preparing existing road surface, heating &applying bitumen, spreading chips, rolling etc.complete. ( using bulk asphalt 60/70 grade @rate of 0.98 kg / square metre)


Providing and laying bituminous tack coat,@.......... by manual/mechanical sprayer includingsupplying all materials,preparing the existingsurface,heating bitumen and applying tack coatevenly on the surface etc. complete. ( using60/70 grade)

@ 50 Kg/100 m2 over B.T.surface

Rolling the bituminous liquid seal coat with apower roller including labour, use of plant etc.complete.Spec. No.:Rd.58 Page No. 232

Spec. No.:MoRT&H cl.503

@ 100 Kg/100 m2 over W.B.M. surface

126

Completed Rate

Labour Rate

Rd - Road Work



a) 75mm thicki) static roller Sq.M. 176.00 29.00

a)i) static roller Sq.M. 193.00 28.00

61

A)3.30% Bitumen contain

Cu.M. 3755.00 24.00

B3.30% Bitumen contain

Cu.M. 3838.00 24.00

CCu.M. 3970.00 24.00

i) 60/70 grade of bitumen

Vibratory Roller

Sensor Paver

A) On W.B.M.surface including picking

with 3.3% Bitumen contain &30/40 grade of bitumen

coat @ 50 kg./ 100 Sqm,

Spec. No.:MoRT&H cl.504/2001

the existing surface,

B) On B.T.surface including tack

75mm thick

Static Roller

i) 60/70 grade of bitumen

Providing and laying hot mix hot laid bituminousmacadam 50/75 mm average thickness with---bitumen by weight of total mix for levelling courseto remove irregularities / Base course includingdiversion of traffic supply of all materials, heatingbitumen and chips in drum mix plant, cleaningthe road surface, laying bituminous macadam bypaver finisherr including compacting with --------roller transportation and cost of all materials,bitumen from refinery etc. complete. (excludingtack coat).

127

Completed Rate

Labour Rate

Rd - Road Work



62

a) Yellow R.M. 80.00 -

b) White R.M. 84.00 -

63

a) Yellow Sqm 798.00 -

b) White Sqm 840.00 -

64

R.M. 6.00 3.00

R.M. 5.00 3.00

Providing and painting centre line,dashes,arrowsetc.in two coats on new / old work with readymixedroad marking paint conforming to IS:164 onbituminous surface,including cleaning the surface of all dirt,dust and other foreinmatter,demarcation at site and traffic controlinvolved etc. complete.( 10 cm in width)

Providing and laying of hot applied thermoplasticcompound 2.5mm thick Yellow / White includingreflectorising glass beads @250 gms.per sqmarea,thickness of 2.5mm is exclusive of surfaceapplied glass beads as per IRC:35. The finishedsurface to be level,uniform and free from streaksand holes etc.complete with 3 years guarantee.

b) old

Providing and laying of hot applied Yellow /White thermoplastic compound 2.5mmthick,traffic lane edge/centre lines strips 10cm.wide, including reflectorising glass beads @250gms.per sqm area,thickness of 2.5mm isexclusive of surface applied glass beads as perIRC:35. The finished surface to be level,uniformand free from streaks and holes etc.completewith 3 years guarantee.

a) new

RD - ROAD PAINTING

Spec-No.-MoRT&H-803.



128

Completed Rate

Labour Rate

Rd - Road Work



65

Sq.M. 49.00 26.00Sq.M. 96.00 37.00

66

No. 201.00 47.00

67

No. 164.00 47.00

68

No. 64.00 28.00

69

No. 32.00 14.00

70

i) For lettering upto 5 cm. height - No. 3.00 -ii) For lettering 5 to 7.5 cm. height - No. 4.00 -iii) For lettering 7.5 to 10 cm. height - No. 5.00 -iv) For lettering 10 to 12.50 cm. height - No. 5.00 -

71

Sq.M. 13.00 11.00

Providing and painting Zebra painting ofpedestrain crossing on the carriageway withapproved road marking paint in two coats etc.complete.(over 10cm.wide patta)

b) new


a) old




Painting Ordinary K.M. stone with approvedenamel paint in two coats and lettering includingcleaning surface etc. complete.



Painting Boundary stones with approved enamelpaint in two coats and lettering including cleaningsurface etc. complete.

Providing and colour washing to road side treesin 2 coats in 2 bands of white and one red bandat centre of 30cm height each includingpreparing the surface, cost of material, conveyingetc. complete.

Providing oil painting to the plain surface ofcement plaster, wooden planks, steel sheets etc.complete in two coats with superior grade oilpaints. Rate for Painting the letters as under-

Painting Two Hundred Meter stone withapproved enamel paint in two coats and letteringincluding cleaning surface etc. complete.


Painting 5th K.M. stone with approved enamelpaint in two coats and lettering including cleaningsurface etc. complete.

129

Completed Rate

Labour Rate

Rd - Road Work



72

Sq.M. 12.00 5.00

73

No. 5.00 3.00

74

Sq.M.

75

Cu.M. 348.00 246.00

76

Sq.M. 4.00 4.00

77

No. 1610.00 288.00

78

No. 1104.00 177.00

Providing white washing the parapets of bridges,culverts and parapet in two coats of approvedcolour washing etc. complete.


Providing R.C.C.(M-15) 5th kilometre stone ofstandard design as per IRC:8-1980,fixing inC.C.M15, including painting and printingetc.complete.

Providing R.C.C.(M-15) ordinary kilometre stoneof standard design as per IRC:8-1980,fixing inc.c.M15, including painting and printing etc.complete.

Spec. No.:Rd.69 P- 243 & MoRT&H-804

Providing white washing the parapets of bridges,culverts and parapet in two coats of approvedcolour washing etc. complete.

RD - ROAD FURNITURE

Dressing of side shoulder including excavation,cutting shrubs and bushes, spreading theexcavated stuff and section in to the requiredline, level and slope etc. complete.


Labour for metal patch repairs includingpreparing surface, adding required quantity ofmetal,murum,watering,ramming etc.complete.


Breaking and removing the existing cementconcrete pavement to full width, depth includinglean concrete, cutting dowel bars, breaking theremoved cement concrete slab pieces into 50 to80 mm size, spreading the layer, watering andconsolidation with power roller etc. complete.(IInd layer not to be more than 75mm)



Spec. No.:Rd.69 P- 243 & MoRT&H-804

Deleted

130

Completed Rate

Labour Rate

Rd - Road Work



79

No. 434.00 62.00

80

No. 284.00 62.00

81

No. 193.00 39.00

82

a)i) of size 90 cms.equilateral triangle No. 3850.00 -ii) of size 60 cms.equilateral triangle No. 3087.00 -

b)

i) of size 90 cms.diametre No. 4950.00 -ii) of size 60 cms.diametre No. 3970.00 -

Providing R.C.C.(M-15) Boundary stone ofstandard design as per IRC:25-1967,fixing inc.c.M15, including finishing and lettering butexcluding painting etc.complete.


Providing R.C.C.(M-15) 200 metre stone ofstandard design as per IRC:8-1980, fixing inc.c.M15, including painting and printing etc.complete.Spec. No.:Rd.69 P- 243 & MoRT&H-804

Spec. No.:Rd.70 P- 244 & MoRT&H-806.

Providing and fixing M-15 R.C.C.Guard stone of20 x 20 x 75 cms including fixing in ground andwhite washing etc. Complete.

including one M.S angle post size 65 x 65 x6.5mm, & 3.85 meter long, duly painted withsynthetic enamel, alternate black and whitebands of 25 mm of width including G.I.fixturesetc. and fixing the boards in 1:4:8 concrete blockof size 60 x 60 x 75 cms including transportationetc.complete.

Mandatory/regulatory sign boards

Providing and fixing ______ & out of 16 guage(1.6 mm) thick mild sheet painted with one coatof zinc chromate stoveing primer and two coatsat white stove enamel paint and red border onfront side and gray store enamel on backsidesymbols with cut out of red retro reflectivesheeting of engineering grade,

Spec. As per IRC-67of 2001Cautionary/warning sign boards

131

Completed Rate

Labour Rate

Rd - Road Work



83

Sq.M. 7363.00 -

84

i) Size 90 cm Triangle No. 3548.00 -ii) Size 60 cm Triangle No. 3115.00 -

Spec. IRC-67of 2001

Providing and fixing Cautionary warning signboard having shape of equilateral triangle of90/60 cm size made out of 16 Gauge (1.6mm)thick Aluminium sheet painted with one coat ofzinc chromate stoveing primer and two coats ofwhite stove enamel paint & red border on frontside and grey stove enamel on back side symbolwith cutout of red retro reflective sheeting ofengineering grade, including one M.S. angle postof size 65 x 65 x 6 MM, 3.65 M long duly paintedwith synthetic enamel paint alternate black andwhite band of 25 cm of includingG.I.fixtures,fixing the board in 1:4:8 concreteblock of size 60 x 60 x 75 cm includingtranportation etc.complete. (The work to beexecuted with prior approval of SuperintendingEngineer.)

Spec. - IRC-67of 2001

including M.S. angle frame of size 35 x 35 x 3MM and two M.S. angle iron post of size 65 x 65x6MM , 3.65 metre long properly crossed bracewith angle iron of size 50 x 50 x 5MM dulypainted with alternate black and white bands of25cm width including G.I.fixtures, fixing the boardin 1:4:8 concrete block of size 60 x 60 x 75 cmincluding tranportation etc.complete. (The work tobe executed with prior approval ofSuperintending Engineer.)

Providing and fixing informatory sign boards insquare and rectangular shape of any size madeout of 16 Gauge (1.6mm) thick Mild Steel sheetpainted with one coat of zinc chromate stoveingprimer and two coats of green stove enamel painton front side and grey stove enamel on back sideand border message/symbols etc. with cutout ofwhite retro reflective sheeting of engineeringgrade,

132

Completed Rate

Labour Rate

Rd - Road Work



85

No. 6854.00 -

No. 8287.00 -

No. 8893.00 -No. 10384.00 -No. 6611.00 -

No. 6756.00 -

ii) High intensity grade

ii) High intencity grade

A)Providing Cautionary sign boards90cm.equilateral triangle with apex point upwardprepared on fibre reinforced plate 3.0 milimetrethick bonded with white retroreflective sheetingon Engineering grade having pressuresensitive/heat activated adhesive retoreflectivewhite back ground and red border and back sidegray, retroreflective symbols, letters, numerals,arrows, one M.S.angle post of 65 x 65 x 6milimetre size and 3.65 metre long, inflatedbottom and drilled on top,and painting posts withwhite & black border of 25 centimetres,fittingboard to post with 2 numbers of strong G.I.bolts

Spec. As per IRC-67of 2001

and nuts including transportation & fixing inp.c.c.1:4:8 etc. complete. (The work to beexecuted with prior approval of Superintending

c) i) Prohibitory sign boards having size 60cm.Circular

a) i) Cautionary sign boards 90cm.equilateraltriangle

b) i) Informatory sign boards of size 60x80 cm.

ii) High intensity grade

133

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86

i) a) Board size 1.20 x 0.90 metre. No. 18130.00 -b) High intensity grade No. 20718.00 -

ii) a) Board size 1.80 x 1.20 metre. No. 38750.00 -

b) High intensity grade No. 45721.00 -

87

Cum. 31.00 10.00

Providing earthwork in embankment with fly ashavailable at factory site upto lead of 50mincluding all lifts, laying in layers of 20cm. to30cm. thick breaking clods, dressing to therequired lines, curves, grade & section, watering& compacting with power rollor to achieve drydensity 1.43 gm /cc with OMC of 18.50 % as perdirection of Engg. in charge.

Spec. - IRC-67of 2001


RD - ROAD MISCELLANEOUS WORK

Providing & fixing Road junction / Informationsign boards of size _____ prepared fibrereinforced plate 4.0 milimetre thick on frame of40 x 40 mm angle with support of 40 mm m.s.patti of 6.00 mm thick for strengthening includingbonded with blue retroreflective sheeting ofEngineering grade having preasuresensitive/heat activated adhesive retroreflectivewith as per directed colour with retroreflectivesymbols, letter, numbers, arrows with two m.s.angle post of 65 x 65 x 6 mm size and 3.65 metrelong in one pieces with out joint inflow at bottomand drilled on top with bracing of 40 x 40 x 5 mmm.s. angle and painting with white and blackborder of 25 mm., fixing boards on post withincluding transporation fixing in 1:4:8 cementconcrete block of 60 x 60 x 75 cm. size at siteetc. complete. (The work to be executed withprior approval of Superintending Engineer.)

134

Completed Rate

Labour Rate

Rd - Road Work



88

Cum. - -

89

Cum. 3050.00 402.00

90


Providing and laying granular subbase(GSB)ofcompacted thickness of 150mm in two layers,each layer not exceeding 75mm compactedthickness with specified graded gravel insubbase course,including conveying allmaterial,labour,machineryl to the site ofwork,spreading specified graded gravel inuniform layers on prepared surface,watering andcompacting with static and vibratory rolleretc.complete.

Providing and laying in situ Dry lean cementconcrete sub-base of trap metal of specifiedgradation using ,mixing as per approved designmix, compacting with vibratory roller of minimum80-100KN static weight to give desiredcompacted density,providing constructionjoints,and curing with liquid curing compound andsprikling water, and covering with moist hessainor ponding of water for 7days including allmaterials,labour,machinery with all leads andlifts,bailing out water manually,and formwork etccomplete.

Providing and laying Pavement Quality Concreteof M-40 grade (cast in situ) of trap metalincluding providing 125 micron thick impermeableplastic sheet membrane over the surface to becovered,coarse and fine aggregates of specifiedgradation using minimum cement content of 350kg/cum., approved admixtures, mixing as per thedesign mix to the specified workability, providingnecessary side forms,rails andguidewires,transporting the mix with transitmixers and laying and spreading within fixedform by mechanical auger and compacting withplate vibrator and minimum ten needlevibrators,curing with approved resin basedaluminised reflective curing compound andcovering with moist hessian or ponding and


135

Completed Rate

Labour Rate

Rd - Road Work



Cum. 4650.00 484.00

Cum. 3950.00 484.00

91

I) Using Concrete MixerCu.M. 3900.00 380.00Cu.M. 4030.00 380.00Cu.M. 4160.00 380.00Cu.M. 4225.00 380.00

Cu.M. 3950.00 100.00

Cu.M. 4080.00 100.00

Cu.M. 4210.00 100.00

Cu.M. 4275.00 100.00

92

Cum.

Spec. - As directed by Engineer-In-Charge.

Providing coursed laterite stone masonry using all stones of full height in each course of laterite stones in cement morter 1:6 for retaining walls including striking out joints racking out joints watering etc. complete.

d)M-35

c)M-30

a)M-20

c)M-30

II) Using Batching plant,transit mixer and

b)M-25

b)M-25



a) without flyash.

b) with flyash.


d)M-35

a)M-20

Providing and laying in situ cement concrete roadpavement of -----grade,including supplying allmaterials, providing steel form work, compactionby plate vibrator, providing joints at every thirtymeters internal and filling the joints withbitumen,curing etc.complete. (Excluding cost ofreinforcement) (Newly laid concrete shall becovered by gunny bag/plastic sheet/tarpaulin etc.for curing period complete.)

sprinkling of water for a minimum period of 14days,fixing dowels,tie-bars,cutting joints,joint-fillers,sealants and all types of joints andfinishing to the desired surface texture includingall material,labour,machinery with all leads andlifts etc complete.(Prior permission of S.E. isessential )

136

Completed Rate

Labour Rate

Rd - Road Work



93

Sq.M. 131.00 23.00Sq.M. 114.00 23.00Sq.M. 103.00 23.00

94

95 Providing and laying Techfab India CE Marked knitted and PVC coated Polyester Uniaxial Geogrid –Techgrid indigenously manufactured from selected high tenacity polyester yarn with high molecular weight (> 25000 g/mol), and low carboxyl end group (<30 mm mol /Kg) (extruded PP geogrid & Polyester strip & Geostrip, steel strips not allowed & not accepted )with granular fill as per design prepared by technical provider of reinforced earth wall & slope should have 100% coverage 0f 5m width Knitted and PVC coated Polyester Geogrid. (Coating of Geogrid/ Reinforcing geosynthetic material with LDPE, Latex, Bitumen and any other coating will not be allowed and will not be accepted ) For reinforced soil wall & reinforced slope application.

c) Type III

Spec. - As per IRC SP59-2002

TFI-TechGrid- TGU-40TFI-TechGrid- TGU-60

Providing and laying Techfab india CE market needel punched and mechanically bonded non woven geotexile indigenously manufactured from high quality polypropylene staple fibres (continuous filament will not be accepted)on the prepared subgrade for separate cum filtration cum dranage application with necessary overlaps as per drawing(as per IRS:SP:59-2002)

TFI-TechGrid-TGU-40 TFI-TechGrid-TGU-60

Providing and laying a woven polypropylene geotextile of Type……manufactured from black UV stabilized polypropylene tape yarn on the prepared subgrade(CBR less than 3 %) as a seperator cum reinforcement with necessary overlaps as per drawing

b) Type IIa) Type I

137

Completed Rate

Labour Rate

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96

97

98

99

TFI-TechDrain TD-5020F 100mm x 5mm

TFI TGC-90

TFI-TechDrain TD-3520F 100mm x 4mm

Providing and inserting TFI-TechDrain 100mm x 4mm indigenously manufactured Prefabricated Vertical Drain with Polypropylene Core and wrapped with Non-Woven Geotextile in the very soft clay for quick consolidation.

Providing & laying TFI-Copper & Polypropylene Rope Gabions of Techfab India rope of 9mm dia. aperture 100mm x 100mm), manufactured from high strength rope for slope protection & erosion control for river bank & sea-shore protection as per MORTH section-700. (Excluding Rubble)

TFI-TechGrid- TGU-40TFI-TechGrid- TGU-60

TFI TGC-60

Providing and laying Techfab India CE Marked knitted and PVC coated Polyester Uniaxial Geogrid –Techgrid indigenously manufactured from selected high tenacity polyester yarn with high molecular weight (> 25000 g/mol), and low carboxyl end group (<30 mm mol /Kg) (extruded PP geogrid & Polyester strip & Geostrip, steel strips not allowed & not accepted )with granular fill as per design prepared by technical provider of reinforced earth wall & slope should have 100% coverage 0f 5m width Knitted and PVC coated Polyester Geogrid. (Coating of Geogrid/ Reinforcing geosynthetic material with LDPE, Latex, Bitumen and any other coating will not be allowed and will not be accepted ) For reinforced soil wall & reinforced slope application.

Providing and laying Techfab India Reinforced Non-Woven Composite indigenously manufactured needlepunched polypropylene (continuous filament will notbe accepted), Reinforced with high tenasity PolyesterYarn on the prepared sub grade for separator cumfiltration cum reinforcement application with necessaryoverlaps as per drawing (as per IRC:SP:59-2002). forsub grade stabilization & gutter applications.

138

Completed Rate

Labour Rate

Rd - Road Work



100

101

TechGlass-100TechGlass-50

Providing & fixing TechFab Metal Gabions of required section including boxes made of mechanically woven hexagonal shaped wire mesh of type, 10 x 12cm as per EN 10223, edges mechanically selvedge made of heavily (Zinc + PVC) coated G.I. wires as per BS:443, mesh wire 2.70mm ф, edge wire 3.40mm ф of TechFab type and filled with 20 to 50kg weight trap stones including conveying with all leads and lifts and placing at required places in required line, level, slope, section as directed, etc. complete under tidal conditions. For slope protection & erosion control for river bank & sea-shore protection as per MORTH section-700. (Excluding Rubble)

Providing and inserting TFI-Tech Drain 100mm x 4mm indigenously manufactured Prefabricated Vertical Drain with Polypropylene Core and wrapped with Non-Woven Geotextile in the very soft clay for quick consolidation.

1M x 1M x 1M1M x 1M x 2M1M x 1M x 3M

1M x 1M x 1M1M x 1M x 2M1M x 1M x 3M

139

Completed Rate

Labour Rate

Rd - Road Work



102

TFI TGU-250

Providing and Laying TFI-CE marked Knitted and PVC coated Polyester Uniaxial Geogrid-Techgrid indigenously manufactured from selected high tenacity polyester yarn with high molecular weight (> 25000 g/mol), and low carboxyl end group (<30mmol/kg) for Reinforced soil wall (extruded PP geogrids & Polyester strips & Geostrips, Steel Strips not allowed & not accepted) with granular fill of PHi-32 degree (design is to be carried out in accordance with BS-8006 / FHWA) with concrete block (M35) as fascia, casting & erection of blocks with Techgrid, providing & laying of levelling pad of M15, providing and laying coping beam (M35), providing and laying 300mm thick filter media etc. completed as per the necessary drawing and instruction of Engineer In Charge. Excluding providing, laying and compacting selected backfill and retained fill behind the wall, excavation and ground improvement, if any. The reinforced earth wall and slope should have 100% coverage of 5m width Knitted and PVC coated Polyester Geogrid. (Coating of Geogrid/ Reinforcing geosynthetic material with LDPE, Latex, Bitumen and a

other coating will not be allowed and will not be accepted).TFI TGU- 80TFI TGU-100TFI TGU-120TFI TGU-150TFI TGU-200

140

BRIDGE WORKS

CompletedRate

Labour Rate

BR-FOUNDATION

1 Dismentling carefully the old structure -------------------- including cutting reinforcement steel bars,sorting out serviceable materials and stacking,disposing off unserviceable material, upto leadof 50m etc. Complete.

Spec. No. BR-2 Page No.100

a) Reinforced Cement Concrete Cu.M. 313.00 256.00

b) Plain Cement Concrete Cu.M. 266.00 215.00

c) Stone Masonry in Lime or Cement Morter Cu.M. 254.00 236.00

d) R.C.C.pipe drain,only pipes.up to 900mm.Dia.

R.M. 104.00 99.00

e) R.C.C.pipe drain,only pipes. 900mm.to1200mm. Dia.

R.M. 208.00 197.00

2 Excavation for foundation----------- includingshoring and strutting as necessary anddisposing off excavated stuff excludingdewatering if seperately provided,as directedetc. complete (for depth upto 1.50 M.)

Spec. No. BR-3 Page No.102a) earth, soils of all types, sand gravel Cu.M. 93.00 85.00

b) hard murum Cu.M. 108.00 104.00

c) hard murum & boulders Cu.M. 122.00 119.00

d) In Soft rock Cu.M. 251.00 228.00

e) In Hard rock Cu.M. 408.00 368.00

f) By Chiselling & Wedging. Cu.M. 597.00 524.00

BRBRIDGE WORKS

Rate for the year 2010-2011UnitDescription of itemsItem No.&

Item code

141

CompletedRate

Labour Rate

BRRate for the year

2010-2011UnitDescription of itemsItem No.& Item code

3(A) Dewatering for ---(a/b/c/d/e)--- in---(i/ii/iii)---including diversion of stream providingcofferdam, bunds etc. as may be necessary forfoundation and other parts of work and bailingout and / or pumping out water below the actualinitial natural water level during execution of allitems of construction as required ( from start ofthat particular component till completion ofbridge ) including all leads and lifts etc.Complete Note: All items of constructioni.e.excavation, bedding,( soling & PCC ) andconcreting of that structure upto natural waterlevel.

Spec. No. BR-4 Page No.104-105( i ) Other soil

a) Abutment Cu.M. 103.00 26.00

b) Returns Cu.M. 42.00 26.00

c) Piers Cu.M. 154.00 26.00

d) Raft, Cut of Walls Cu.M. 127.00 26.00

e) Toe Wall, Apron Cu.M. 48.00 26.00

(ii) Sandy soil


b) Returns Cu.M. 70.00 26.00

c) Piers Cu.M. 237.00 26.00



(iii) Perennial River or Stream


b) Returns Cu.M. 132.00 26.00

c) Piers Cu.M. 495.00 26.00



142

CompletedRate

Labour Rate

BRRate for the year


3(B) Dewatering on BHP basis by using water pump---i/ii/iii---including diversion of streams, providingearthen bunds coffer dam etc. complete as maybe necessary for foundation and other parts ofthe work and bailing out and pumping out water,during and after excavation as required (Theitem include dewatering for excavation uptofoundation level, filling foundation and substructure masonry above water level)(Priorapproval of S.E.is necessary )

Spec. No. BR-4 Page No.104-105

( i )By using 3 Horse power pump. Hour 43.00 34.00( ii )By using 5 to 9 Horse power pump. Hour 61.00 34.00( iii )By using 10 to 19 Horse power pump. Hour 81.00 34.00

4 i)Providing & laying in situ-------cement concreteof trap/granite/quartzite/gneiss metal infoundation including necessary bailing out water,compacting and curing (excluding dewatering bypump).Spec. No. BR-5 Page No.105 & MoRT&H-cl.1500,1700 & 2100

A) Including form work I) Using Concrete Mixera)PCCM-10 Cu.M. 2692.00 227.00b)PCCM-15 Cu.M. 2981.00 303.00c)PCCM-20 Cu.M.d)PCCM-25 Cu.M. 3221.00 303.00f)PCCM-30 Cu.M. 3301.00 303.00

II) Using Batching plant,transit mixer andconcrete pump.(RMC)a)PCCM-25 Cu.M. 3342.00 38.00b)PCCM-30 Cu.M. 3423.00 38.00

5 Providing uncoursed rubble trap / graninte /quartize / gneiss stone masonry in cementmortar 1:5 for foundation of piers, abutments,wings etc complete including bailing out waterstriking joints and watering complete.

Spec. No. BR-6 Page No.107 Cu.M. 1948.00 609.00

143

CompletedRate

Labour Rate

BRRate for the year


6 Providing & laying in situ------------ controlledreinforced cement concrete of trap metal for raftslab including "V" haunches, formwork,scaffolding, compaction by vibrating, finishingcuring etc. complete. (excluding reinforcement).

Spec. No. BR-5 Page No.105 & MoRT&Hcl.1500,1700&2100

a)RCCM-20 Cu.M. 4057.00 303.00b)RCCM-25 Cu.M. 4165.00 303.00c)RCCM-30 Cu.M. 4178.00 303.00d)RCCM-35 Cu.M. 4192.00 303.00

7 Prividing and fixing pressure relief pipes of 100mm diametre of AC / PVC as per drawing forR.C.C Raft, galaries etc complete.

Spec. As directed by Engineer-In-Charge. R.M. 82.00 44.00

8 Providing and laying in situ controlled cementconcrete------- grade of trap metal for annularfilling around abutment piers for foundationincluding necessary bailing out water,compacting, curing etc. complete (excludingdewatering by pump & formwork)

Spec. No. BR-5 Page No.105,MoRT&H-1500,1700&2100

a)PCCM-10 Cu.M. 2734.00 213.00b)PCCM-15 Cu.M. 3074.00 290.00c)PCCM-20d)PCCM-25 Cu.M. 3986.00 290.00e)PCCM-30 Cu.M. 4050.00 290.00

9 Providing Island for------------------- laying steelcurbs for cutting edge of wells for depth upto 3m for standing water including supplying earth /murum/ within 50 m head lead in river / creekincluding necessary caging for protection etccomplete.Spec.No. MoRT&H-1200a) 4 m dia well No. 34464.00 8577.00b) 6 m dia well No. 45313.00 8577.00

144

CompletedRate

Labour Rate

BRRate for the year


c) 8 m dia well No. 63538.00 8577.00d) 10 m dia well No. 79909.00 8577.00

10 Providing fabricating, launching, floating andgrounding in position steel curbs for wells withnecessary steel bracings and steel cutting edgesas shown in the detailed drawings etc. Completeas directed by Engineer in charge.

Spec. No. BR-8 Page No.108 M.T. 52740.00 6833.0011 Providing fabricating and setting out mild steel

cutting edges for reinforced cement concretewell curbs as shown on the detailed drawingsetc. Complete Spec. No. As directed by Engineer in charge M.T. 49143.00 3502.00

12 Providing steel anchor dowell at base of the wellincluding drilling holes up to 2.50m.depth in rockplacing the dowells in position and effectivelygrouting the holes (4no.of 32mm.dia.steel rod of4 m. each ) etc. complete

Spec. No. BR-16 Page No.120 each of 1 set

4134.00 465.00

13 Providing steel anchor dowell bar includingdrilling holes of 75mm dia.(one no.) in rockplacing the dowell in position and effectivelygrouting the hole 32 mm dia anchor steel rodincluding taking out the removable M.S. Pipe.Spec. - As directed by Engineer-In-Charge. R.M. 889.00 71.00

14 Providing steel anchor dowell bars includingdrilling holes of 75mm dia.(one no) in rockplacing the dowell in position and effectivelygrouting the hole 32mm dia.anchor steel rod withM.S. Pipe left inside.Spec. - As directed by Engineer-In-Charge. R.M. 1143.00 67.00

15 Providing steel anchor dowells through steiningof the well,at the base of the well in position andincluding drilling holes upto 2.5 mt. depth in rockeffectively grouting the holes ( 4 no.of 32 mmdiameter steel bar 4 m each ) etc.complete

Spec. No. BR-16 Page No.120 each of 1 set

5544.00 749.00

145

CompletedRate

Labour Rate

BRRate for the year


16 Providing and laying in situ cement concretegrade --------of trap metal in the hollow of thesteel curb including compaction by vibrating &curing etc. complete.Spec. No. BR-9 Page No.109

a)PCC M-10 Cu.M. 2642.00 469.00b)PCC M-15 Cu.M. 2993.00 469.00c)PCC M-20 Cu.M. 3082.00 469.00

17 Providing & laying in -------- oftrap/granite/quartzite/gneiss metal for R.C.C.wellcurbs including necessary compacting byvibrating,finishing and curing etc. complete.(excluding reinforcement and includingshuttering)

Spec. No. BR-12 Page No.112,MoRT&H-1200,1500&1700I) Using Concrete Mixera)RCCM-20 Cu.M. 3962.00 305.00b)RCCM-25 Cu.M. 4289.00 305.00c)RCCM-30 Cu.M. 4453.00 305.00d)RCCM-35 Cu.M. 4615.00 305.00II) Using Batching plant,transit mixer andconcrete pump.(RMC)


18 Providing and laying in situ cement concrete-------trap / granite/quartzite/gneiss metal in wellsteining including shuttering compacting byvibrating, rodding finishing and curing etc.complete (excluding reinforcement)Spec. No. BR-13 Page No.112,MoRT&H-1200,1500&1700I) Using Concrete Mixer


146

CompletedRate

Labour Rate

BRRate for the year


II) Using Batching plant,transit mixer andconcrete pump.(RMC)

a)RCCM-20 Cu.M. 3858.00 36.00

b)RCCM-25 Cu.M. 3984.00 36.00

c)RCCM-30 Cu.M. 4087.00 36.00

d)RCCM-35 Cu.M. 4338.00 36.00

19 Providing and laying in situ --------trap/granite/quartizite/ gneiss metal for thebottom plugs of wells in the dry or under waterincluding compation by vibrating and curingwherever necessary etc complete Spec. No. BR-17 Page No.120,MoRT&H-1200,1500&1700.

a)PCC M-10 Cu.M. 3015.00 305.00b)PCC M-15 Cu.M. 3634.00 305.00c)PCC M-20 Cu.M. 3919.00 305.00d)PC M-25 Cu.M. 4359.00 305.00e)PCC M-30 Cu.M. 4403.00 305.00f)PCC M-35 Cu.M. 4495.00 305.00

20 Providing and filling in well with shingle andsand including compacting between the top andbottom plugs etc. CompleteSpec. No. BR-18 Page No.122, MoRT&H-304 Cu.M. 499.00 91.00

21 Providing and laying in situ-------- oftrap/granite/quartzite/ gniess metal for top plugof wells including compaction by vibration andcuring etc complete Spec. No. BR-19 Page No.123,MoRT&H-1200,1500&1700

a)PCC M-10 Cu.M. 2791.00 291.00b)PCC M-15 Cu.M. 3156.00 291.00c)PCC M-20 Cu.M. 3413.00 291.00d)PCC M-25 Cu.M. 3528.00 291.00e)PCC M-30 Cu.M. 3899.00 291.00f)PCC M-35 Cu.M. 3969.00 291.00

147

CompletedRate

Labour Rate

BRRate for the year


22 Providing and laying in situ ------- of trap/granite /quartzite / gniess metal for reinforced cementconcrete well / pile caps including necessaryformwork compaction by vibrating finishing andcuring etc. complete. (Excludingreinforcement)

Spec. No. BR-24 Page No.124,MoRT&H-1200,1500&1700

I) Using Concrete Mixera)RCCM-20 Cu.M. 3862.00 291.00b)RCCM-25 Cu.M. 4166.00 291.00c)RCCM-30 Cu.M. 4320.00 291.00d)RCCM-35 Cu.M. 4375.00 291.00



23 Sinking of------------- for foundation in soft strata/boulders etc. which can be removed by grabingand chiselling soft disintegrated rock whichrequires special efforts, including blasting, largescale dewatering, heavy chiselling, cutting bypneumatic tools and all materials available tosink through such strata including removal ofobstacles and use of necessary plant &machinery, driver etc complete and propersetting of wells including all methods exceptpneumatic sinking (depth 0 to 5 Metres).

1. For 5 m. to 10 m. depth 30% extra over basic rate.

2. For 10 m. to 15 m.depth 40% extra over basic rate.


4. For 20 m.to 25 m.depth 100% extra over basic rate.




8. For 40 m. to 45 m.depth 1100% over basic rate.

148

CompletedRate

Labour Rate

BRRate for the year


Spec. No. BR-14 Page No.113,MoRT&H-sec.1200

a) 4 m dia well R.M. 32447.00 3506.00b) 5 m dia well R.M. 37629.00 3506.00c) 6 m dia well R.M. 56029.00 3506.00d) 7 m dia well R.M. 71795.00 3506.00e) 8 m dia well R.M. 93426.00 3506.00f) 10 m dia well R.M. 113393.00 3506.00

24 Providing & laying in situ---------Controlledreinforced cement concrete oftrap/granite/quartzite/ gneiss metal for cut ofwalls including formwork,scaffolding,compaction by vibrating, finishing, curing etccomplete. (excluding reinforcement).Spec. No. BR-5 Page No.105a)RCCM-20 Cu.M. 2978.00 305.00b)RCCM-25 Cu.M. 3159.00 305.00c)RCCM-30 Cu.M. 3249.00 305.00d)RCCM-35 Cu.M. 3611.00 305.00

25 Providing and laying in position rubble stone ofapproved size for appron etc. complete asdirected by Engineer in Charge. Spec.No.BR-57 Page No.151,MoRT&H-2503 Cu.m.

26 Chiselling in hard strata like boulders and softrocks including removing and stacking the loosematerial and disposing the unserviceablematerials as directed etc. complete.

Spec. No. As directed by Engineer-in Charge

a) 450 mm dia R.M. - -b) 475 mm dia R.M. - -c) 500 mm dia R.M. - -d) 525 mm dia R.M. - -e) 550 mm dia R.M. - -f) 600 mm dia R.M. - -g) 625 mm dia R.M. - -h) 650 mm dia R.M. - -I) 750 mm dia R.M. - -j) 800 mm dia R.M. - -

DeletedDeleted

149

CompletedRate

Labour Rate

BRRate for the year


k) 825 mm dia R.M. - -l) 900 mm dia R.M. - -n) 975 mm dia R.M. - -m) 1000 mm dia R.M. - -o) 1050 mm dia R.M. - -p) 1100 mm dia R.M. - -q) 1200 mm dia R.M. - -r) 1500 mm dia R.M. - -

27 Providing M-30 R.C.C. cast in situ------------bored piles each of load capacity as per designand of specified diametre or as directed, placedthrough steel shell sunk to the required depththrough all strata except rock, excludingprovision of reinforcement including placingconcrete by tremie arrangement compaction ofconcrete and withdrawal of steel shell etc.complete.

Spec. No. BR-21, Page 124,MoRT&H-1100&1700.

a) 450 mm dia R.M. 1441.00 321.00b) 475 mm dia R.M. 1493.00 333.00c) 500 mm dia R.M. 1603.00 347.00d) 525 mm dia R.M. 1710.00 358.00e) 550 mm dia R.M. 1888.00 373.00f) 600 mm dia R.M. 2095.00 403.00g) 625 mm dia R.M. 2209.00 418.00h) 650 mm dia R.M. 2378.00 435.00I) 750 mm dia R.M. 2800.00 506.00j) 800 mm dia R.M. 3039.00 547.00k) 825 mm dia R.M. 3176.00 568.00l) 900 mm dia R.M. 4028.00 634.00n) 975 mm dia R.M. 4358.00 708.00m) 1000 mm dia R.M. 4764.00 733.00o) 1050 mm dia R.M. 5238.00 784.00p) 1100 mm dia R.M. 5830.00 785.00q) 1200 mm dia R.M. 6904.00 960.00r) 1500 mm dia R.M. 9972.00 1377.00

150

CompletedRate

Labour Rate

BRRate for the year


28 Providing M-35 R.C.C. cast in situ bored pileseach of load capacity as per design and ofspecified diametre or as directed, placed through steel shell sunk to the required depth through allstrata except rock, excluding provision ofreinforcement including placing concrete bytremie arrangement compaction of concrete andwithdrawal of steel shell etc. complete.

Spec.No.BR-21,P-124,MoRT&H-1100,1600,&1700

a) 450 mm dia R.M. 1463.00 321.00b) 475 mm dia R.M. 1516.00 333.00c) 500 mm dia R.M. 1625.00 347.00d) 525 mm dia R.M. 1734.00 358.00e) 550 mm dia R.M. 1909.00 373.00f) 600 mm dia R.M. 2118.00 403.00g) 625 mm dia R.M. 2231.00 418.00h) 650 mm dia R.M. 2401.00 435.00I) 750 mm dia R.M. 2822.00 506.00j) 800 mm dia R.M. 3060.00 547.00k) 825 mm dia R.M. 3199.00 568.00l) 900 mm dia R.M. 4051.00 634.00m) 975 mm dia R.M. 4380.00 708.00n) 1000 mm dia R.M. 4786.00 733.00o) 1050 mm dia R.M. 5262.00 784.00p) 1100 mm dia R.M. 5853.00 840.00q) 1200 mm dia R.M. 6926.00 960.00r) 1500 mm dia R.M. 9995.00 1377.00

29 Providing placing and driving in position for R.C.C.Piles, 6mm thick permanent M.S. liner upto required depth with 12mm thick M.S. cutting gauge of 0.50 metre length at bottom including fabricating, cutting the M.S. sheet to required diametre and shape, welding the joints and driving with the help of required machineries including all materials labours and lifts etc. complete.

Spec.No. As directed by Engineer-in Charge R.M. - -

151

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30 Providing and cutting bending, hooking, laying inposition and tying Mild steel / HYSD / TMT barsfor reinforcement as per detailed drawings forR.C.C.work. Spec.No. BR35P.134, BR.49P.143, & MoRT&H-1600

a) Mild Steel bars M.T. 38155.00 3238.00b) T.M.T. bars M.T. 47986.00 3238.00

31 Providing welded joints for Mild / H.Y.S.D. steelreinforcement bars etc. completeSpec. No. BR-36 Page No.134

a) upto 25 mm dia. No. 177.00 89.00b) above 25 mm dia. No. 227.00 89.00

BR-SUB-STRUCTURES

32 Providing & laying in situ_______ cementconcrete of trap/granite/quartzite/ gneiss metalfor cast in citu piers, abutment, returns, wingsetc. including provision of "V" shaped false jointsto form suitable panels on the faces to approvedesign with compacting by vibrating and curingcomplete, including form work centering(excluding dewatering by means of pump) andincluding bailling out water and curing etc.complete. (upto 5.00 mt. height) Note : add 2%for over 5.00 mt.height increase upto 10.00 mt.and 6% height above 10.00 mt.(height for thatparticular structure)

Spec. No. BR-27 Page No.127& MoRT&H-cl.1500,1700 & 2100

I) Using Concrete Mixera)PCCM-10 Cu.M. 2689.00 216.00b)PCCM-15 Cu.M. 3289.00 291.00c)PCCM-25 Cu.M. 3838.00 291.00d)PCCM-30 Cu.M. 3984.00 291.00

152

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a)PCCM-25 Cu.M. 3953.00 36.00b)PCCM-30 Cu.M. 4099.00 36.00

33 Providing coursed rubble trap / granite / quartzite/ gneiss stone masonry in cement mortar __ forabutment, return, wings, head walls etc. withkhandki facing and pointing with cement mortar1:3 for all khandki faces and rubble facing withstruck joints for rubble backing includingscaffolding, bailing out water and wateringmasonary etc. complete.Spec. No. BR-25 Page No.125I) Cement Morter 1:5 Cu.M. 2962.00 1547.00

ii) Cement Morter 1:4 Cu.M. 3086.00 1547.00

34 Providing & laying in situ_______ cementconcrete of trap/granite/quartzite/ gneiss metalfor cast in citu R.C.C.solid piers, column etc.including provision of "V" shaped false joints toform suitable panels on the faces to approvedesign with compacting by vibrating and curingcomplete, including form work centering(excluding dewatering by means of pump) andincluding bailling out water and curing etc.complete. (upto 5.00 mt. height)(Excluding reinforcement) Note : add 2% forover 5.00 mt.height increase upto 10.00 mt.and 6% height above 10.00 mt.(height for thatparticular structure)


I) Using Concrete Mixera)RCCM-20 Cu.M. 3789.00 305.00

b)RCCM-25 Cu.M. 4188.00 305.00

c)RCCM-30 Cu.M. 4247.00 305.00

d)RCCM-35 Cu.M. 4330.00 305.00

153

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II) Using Batching plant,transit mixer andconcrete pump.(RMC)a)RCCM-20 Cu.M. 3911.00 37.00

b)RCCM-25 Cu.M. 4204.00 37.00

c)RCCM-30 Cu.M. 4368.00 37.00

d)RCCM-35 Cu.M. 4451.00 37.00

35 Providing and laying in situ cement concrete of------------ trap / granite / quartzite / gneiss metal forR.C.C. piers with vertical and horizontaldiaphragram having neat and smooth finish,centering, shuttering, scaffolding compaction byvibrating and curing complete. Height. upto5.00mtr. (excluding reinforcement)

Note:i) Add 2% for over 5.00mtr.heightincrease up to 10.00mtr. ii)add 6% for heightabove 10.00mtr.(height for that particularstructure )



b)RCCM-25 Cu.M. 4188.00 305.00

c)RCCM-30 Cu.M. 4249.00 305.00

d)RCCM-35 Cu.M. 4330.00 305.00


b)RCCM-25 Cu.M. 4204.00 37.00

c)RCCM-30 Cu.M. 4368.00 37.00

e)RCCM-35 Cu.M. 4451.00 37.00

154

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36 Providing and laying in situ controlled -------oftrap/granite /quartzite/gniess metal forR.C.C.caps over piers and abutments includingnecessary sacffolding,formwork, compacting byvibrating,finishing and curing etc. complete(excluding reinforcement) Spec. No. BR-29 Page No.129


b)RCCM-25 Cu.M. 4355.00 291.00

c)RCCM-30 Cu.M. 4508.00 291.00

d)RCCM-35 Cu.M. 4598.00 291.00


b)RCCM-25 Cu.M. 4471.00 36.00

c)RCCM-30 Cu.M. 4624.00 36.00

d)RCCM-35 Cu.M. 4713.00 36.00

37 Providing and laying in situ --------- oftrap/granite/quartzite/ gniess metal for R.C.Cwork like dirt/ballast walls,kerbs, box returns etccomplete including scaffolding,centeringformwork, compaction,finishing and curingetc.complete (Excluding reinforcement)

Spec. No. BR-50 Page No.143I) Using Concrete Mixer

a)RCCM-20 Cu.M. 3887.00 643.00

b)RCCM-25 Cu.M. 4166.00 643.00

c)RCCM-30 Cu.M. 4293.00 643.00

d)RCCM-35 Cu.M. 4662.00 643.00

155

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38 Providing and laying in situ--------oftrap/granite/quartzite/ gniess metal for reinforcedcement concrete block below the bearingincluding necessary scaffolding, formwork,compaction by vibrating, finishing and curing etc.complete (excluding reinforcement)

Spec. No. BR-30 Page No.130

a)RCCM-20 Cu.M. 4662.00 687.00

b)RCCM-25 Cu.M. 4878.00 687.00

c)RCCM-30 Cu.M. 5059.00 687.00

d)RCCM-35 Cu.M. 5115.00 687.00

39 Providing and fixing in position Tar paperbearing as per detailed drawings etc. Complete.

Spec. - As directed by Engineer-In-Charge. Sq.M. 55.00 11.00

40 Providing and fixing Neoprene bearing as perstandard specifications etc complete.

Spec. - As per IRC-83,part -ii. Cu.cm. 1.00 0.00

41 Providing and fixing cast steel roller rockerbearing including mild steel plate,grease box asper detailed drawings etc.completeSpec. No. BR-31 Page No.131 No. 33406.00 546.00

42 Providing and fixing mild steel fixed and slidingplate bearing as per detailed drawing with 12mm thick lead sheet between fixed bearingetc.completeSpec. No. BR-32,34 Page No.133 No. 36063.00 601.00

43 Supplying, fitting and fixing in position true toline and level POT-PTFE Polytetra FluraEthylear bearing suitable for biaxial movementas per drawing and BS: 5400 Sections 9.1 & 9.2

Spec.-MoRT&H 2000 & 2200 a) fixed type R.M. - -

b) free type R.M. - -

Deleted

156

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44 Providing and laying weep holes of 100 mmdiameter AC/PVC pipes as per drawing forabutment returns, return walls etc. Complete.

Spec. - As directed by Engineer-In-Charge. R.M. 89.00 22.00

45 Providing trap/ granite/ quartzite / gneiss rubblefilling behind the abtuments, returns or wings

Spec. No. BR-57 Page No.151 Cu.M. 347.00 36.00

BR-SUPERSTRUCTURES46 Providing and laying in situ---I / II reinforcement

cement concrete-- a to h -oftrap/granite/quartzite/gneiss metal for R.C.C. workin solid slab,/ T-beam & slab / Box girder andbalanced cantilever, including centering,formwork,scaffolding, ramming, vibrating finishing in cementplaster and curing etc. complete (excludingreinforcement) Height upto 5.00.mt.from thelowest bed level.Note: a) Solid slab i) 5% for height above 5.00 mtr.to 10.00 mtr. ii) 10 % for height above 10.00 mtr.,b) T-beam & slab i) 5% upto 5.00mtr. height ii)10% for height 5.00mtr. to 10.00mtr. iii) 15% forheight above 10.00mtr.and c) Box girder andbalanced cantilever i) 20% upto 5.00mtr. height ii)add 25 % for height 5.00mtr. to 10.00mtr. iii) 30%for height above 10.00mtr. d) Add 30% on basicrate for spat 30 mtr. to 50 mtr. for creek bridge. e)Add 75% on basic rate for span 50 mtr. & abovefor creek bridge.

BR-38 Spec. No. BR-38 Page No.135,MoRT&H-1500,1600&1700I) Using Concrete Mixer

a)RCCM-20 Cu.M. 4867.00 901.00

b)RCCM-25 Cu.M. 5013.00 901.00

c)RCCM-30 Cu.M. 5247.00 901.00

d)RCCM-35 Cu.M. 5326.00 901.00

e)PSCM-40 Cu.M. 6370.00 901.00

157

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II) Using Batching plant,transit mixer andconcrete pump.(RMC)a)RCCM-25 Cu.M. 5129.00 37.00b)RCCM-30 Cu.M. 5362.00 37.00c)RCCM-35 Cu.M. 5441.00 37.00d)PSCM-40 Cu.M. 6486.00 40.00e)PSCM-45 Cu.M. 6947.00 40.00f)PSCM-50 Cu.M. 7023.00 40.00g)PSCM-55 Cu.M. 8111.00 40.00

47 Providing and laying in situ ---------cementconcrete of trap / granite / quartzite / gneissmetal for R.C.C. work including formwork,centering ramming, vibrating, finishing andcuring complete for main/cross girderdiaphragms arch etc.complete.(excludingreinforcement) Height upto 5.00.Note:i) 5% for height above 5.0 m & upto 10.0 mii) add 10% for height above 10.00 m

Spec. No. BR-38 Page No.135,MoRT&H-1500,1600&1700I) Using Concrete Mixera)RCCM-20 Cu.M. 4828.00 901.00b)RCCM-25 Cu.M. 5013.00 901.00c)RCCM-30 Cu.M. 5248.00 901.00d)RCCM-35 Cu.M. 5326.00 901.00e)PSCM-40 Cu.M. 6375.00 901.00f)PSCM-45 Cu.M.g)PSCM-50 Cu.M.

II) Using Batching plant,transit mixer andconcrete pump.(RMC)a)RCCM-25 Cu.M. 5129.00 38.00b)RCCM-30 Cu.M. 5363.00 38.00c)RCCM-35 Cu.M. 5441.00 38.00d)PSCM-40 Cu.M. 6490.00 45.00e)PSCM-45 Cu.M. 6723.00 45.00f)PSCM-50 Cu.M. 6888.00 45.00g)PSCM-55 Cu.M. 8028.00 45.00

158

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48 Providing and casting special grade -------- incontrolled cement concrete of specified strengthfor prestressed concrete work for main girderincluding slab, cross girder, box girder etc.including centering & scaffolding or launchingincluding necessary plant and machinery for thejob shuttering, vibrating, curing, finishing etc.complete.Height upto 5 meter.(excludingreinforcement) Note:i) add 20% upto 5.00 m. height ii) add 25%for height 5.00m. to 10 m. iii) add 30% for heightabove 10.00 m. iv) add 30% on basic rate forspan 30 m. to 50 m. for creek bridge. v) add 75% on basic rate for span 50 m. & above for creekbridge.

BR-38 Spec. No. BR-38 Page No.135,MoRT&H-1500,1600&1700I) Using Concrete Mixer

a)RCCM-20 Cu.M. 4594.00 884.00b)RCCM-25 Cu.M. 4917.00 884.00c)RCCM-30 Cu.M. 5148.00 884.00d)RCCM-35 Cu.M. 5224.00 884.00e)PSCM-40 Cu.M. 6914.00 884.00II) Using Batching plant,transit mixer andconcrete pump.(RMC)a)RCCM-25 Cu.M. 5032.00 38.00b)RCCM-30 Cu.M. 5262.00 38.00c)RCCM-35 Cu.M. 5337.00 38.00d)PSCM-40 Cu.M. 7028.00 44.00e)PSCM-45 Cu.M. 7238.00 44.00f)PSCM-50 Cu.M. 7448.00 44.00g)PSCM-55 Cu.M. 8774.00 44.00

49 Providing and fixing in position to exact profileand prestressing high tensile steel of specifiedultimate strength including cost of sheathingduct (ID66mm.),Tube anchorage set withbearing plate,permnet wedges, preparing cablewith sheathing and spacers, cement for groutingetc. complete.Spec.No.:MoRT&H clause1800 M.T. 123045.00 4123.00

159

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50 Providing and laying of an elastomeric slab sealexpansion joint,catering to right or skew (lessthan 20 deg.) moderately curved withmaxmimum horizantal movement upto 50mm.,etc. complete as per approved drawings andspecifications to be installed by manufacturer/supplier or their authorised representativeensuring compliance to the manufacturer'sinstructions for installation. (for road work &bridge work).

Spec.No. MoRT&H clause 2606 R.M. 18081.00 606.00

51 Providing expansion joint as per detaileddrawing 25 mm thick premoulded bituminousfiller and with alluminium plate. Spec. No. BR-43 Page No.138 Sq.M. 620.00 23.00

52 Providing & fixing in position expansion joint with----- bituminous pad as per detailed drawing etc.complete Spec. No. BR-43 Page No.138

a) 18 mm. Thick Sq.M. 1064.00 183.00b) 25 mm. Thick Sq.M. 1321.00 183.00c) 37 mm. Thick Sq.M. 1394.00 183.00

53 Providing and Fixing single strip modular typeexpasion joint material inclusive of edge beamsand elastometic strip seal along with indigenousfabricated anchorage system for fixing the deckfor movement of +/- 35mm (total 70mm) as perMORT&H specification under supervision ofspecilised manufacturer.Spec.:MoRT&H 2600 Edition 2001 R.M. - -

54 Providing and laying in situ-----oftrap/granite/quartzite/ gniess metal includingcompacting,finishing,curing and filling in jointswith bitumen etc. complete for wearing course 8cm thick (excluding reinforcement)

Spec. No. BR-47 Page No.140,MoRT&H-2702.

a)M-20 Sq.M. 302.00 37.00b)M-25 Sq.M. 314.00 37.00c)M-30 Sq.M. 323.00 37.00d)M-35 Sq.M. 331.00 37.00e)M-40 Sq.M. 348.00 37.00

Deleted

160

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55 Providing bitumen mastic wearing coatexcluding tack coat etc. complete as per drawingand technical specification (with lead of material5 km) Spec. No: MoRT&H 515&2702a) 25mm Sq.M. 485.00 67.00b) 20mm Sq.M. 376.00 54.00c) 12mm Sq.M. 225.00 34.00

56 Providing vent holes in the slab and wearingcourse with iron grill at the top and galvanisediron pipe at bottom as per drawing.

Spec. No. BR-48 Page No.142 No. 320.00 36.0057 Providing galvanised iron 100 mm diameter

water spout as per drawing (length of waterspouts 600 mm) Spec. No. BR-55 Page No.150 No. 424.00 88.00

58 Providing and laying in situ cement concrete oftrap metal for haunch filling includingcompacting curing etc. complete. Spec. No. BR-45 Page No.139a)M-10 Cu.M. 2683.00 277.00b)M-15 Cu.M. 2884.00 277.00

59 Providing trap rubble filling over haunches andarches including hand packing etc. complete Spec. No. BR-46 Page No.140 Cu.M. 457.00 176.00

60 Providing and laying in position 90 cm thickflexible stone mat as per standard drawingconsisting of 45cm.thick trap rubblesoling,22.50cm. thick over size metal layor of100mm to 150mm metal, 11.30cm thick layor of80mm to 100mm over size metal,and 11.20cm.thick layor of 40mm size metal with blindage ofhard murum for rubble soling & over size, softmurum for size metal layor,consolidation 15 cmto 23 cm soling, consolidation of 80 mm to100mm, 100mm to 150mm over size metal intwo layers and consolidation of 40mm size metallayers in single layer with watering etc.complete. (including lead of 50 mt)

Spec.No. As directed by Engineer-in Charge Sq.M. 522.00 80.00

161

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61 Providing and laying in situ cement concrete oftrap / granite / quartzite/ gniess metal includingcompacting, finishing, curing and filling in jointswith bitumen complete for approach slab(excluding reinforcement)Spec.No.BR47Page No.140,MoRT&H-1500,1600,1700& 2704a)M-20 Cu.M. 3537.00 291.00b)M-25 Cu.M. 3866.00 291.00c)M-30 Cu.M. 4007.00 291.00d)M-35 Cu.M. 4078.00 291.00e)M-40 Cu.M. 4151.00 291.00

62 Providing R.C.C.parapet with (15x 60cm)--------cement concrete of trap/ granite / quartzite /gneiss metal,cast in situ precast panels as perthe detailed drawing including reinforcement,scaffolding , centering, formwok, compating,finishing and curing etc. complete.

Spec. No. BR-51 (a) Page No.144

a)M-20 R.M. 1271.00 446.00b)M-25 R.M. 1362.00 446.00

63 Providing R.C.C.parapet with perforated (15x 60cm)------- cement concrete oftrap/granite/quartzite/gneiss metal,cast in situprecast panels as per the detailed drawingincluding reinforcement, scaffolding,centering,formwok,compating, finishing and curingetc.complete.Spec. No. BR-51 (a) Page No.144

a)M-15 R.M. - -b)M-20 R.M. - -c)M-25 R.M. - -d)M-30 R.M. - -e)M-35 R.M. - -f)M-40 R.M. - -

Deleted

162

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64 Providing R.C.C. parapet , concrete with R.C.Crailing of SANCHI type as per detailed drawingand design. Spec. No. BR-51 (a) Page No.144a)M-20 R.M. - -b)M-25 R.M. - -c)M-30 R.M. - -d)M-35 R.M. - -e)M-40 R.M. - -

65 Providing collapsible railing with mild steelchannel posts removable galvanised iron pipesas per the detailed drawings includingscaffolding and painting etc.complete. Spec. No. BR-(d) Page No.146 R.M. 2777.00 749.00

66 Providing railing of mild steel angle post 2 metrecentre to centre of section 75 mm x 75 mm x 10mm or equivalent channel section of height 1.05m above------------- surface with minimum anchorlenght of 30 cm including hold fast of 25 mmdiameter mild steel bars welded at the bottomand concreting of 1:3:6 of size 30 x 30 x 30 cmwith three rows of 40 mm 'B' class G.I pipeprovided at 30 cm centre to centre and includingscffolding and with two coat of anticorrosivepaint.etc.complete.

Spec. No. BR-51 (b) Page No.144

a) On Bridge R.M. 1636.00 195.00b) On Road (High embankment with bed block) R.M. 1637.00 195.00

67 Providing and fixing 25 mm thick marble tablet ofsize and description as per detailed drawingsinclduing engraving the description,filling thelead, moulded marble 1:2 cement mortar borderetc.complete.

Spec.No.BR-56 Page No.150 Sq.M. 6271.00 1504.00

68 Sand blasting to the concrete surface includingall materials, machinary and labour etc.complete.Spec. No. As directed by Engineer-in Charge Sq.M. 56.00

Deleted

163

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69 Guniting surface with cement mortar, 1:3 of 30 to50 milimetre thick (average 40 milimetre) underpressure of 2.1 to 2.80 kg. per squre centimetreincluding necessary IRC fabric (welded mesh) of75 x 75 milimetre and 10 gauge reinforcement,forms with floating, cutting etc complete(excluding reinforcement)

Spec. No. As directed by Engineer-in Charge Sq.M. 537.00 71.00

70 Providing epoxy mortor for repairs to the crackedpier, girder etc including chipping the loosecracked concrete cleaning rust by means ofbrush, sand blasting and rebuilding the sectiongiving minimum 3 day compressive strenght of525 Kg/cm2 and maximum epoxy consumptionof 258 Kg/m3 of mortar with all materails labourequipment etc complete

Spec. No. As directed by Engineer-in Charge Cu.M. - -

71 Providing and laying epoxy concrete usingepoxy fine sand, course sand and trap metal insuitable proportion by weight including weighing,mixing placing inclusive of celaning the surfaceby wire, brush, sand balsting for applying thetackcoat of epoxy as directed and givingminimum 3 days compressive strength of 525Kg/cm2 and maximum epoxy consumption of214 Kg/m3 of concrete including necessaryformwork with all materials, labour, centeringequipment etc complete as directed.

Spec. No. As directed by Engineer-in Charge Cu.M. - -

72 Providing epoxy coating in two coats with primerfor the stone or concrete surfaces includingcleaning by sand blasting, brushing, cost of thematerials, machinery equipment, scaffoldinglabour etc complete as directed.

Spec. No. As directed by Engineer-in Charge Sq.M. - -

Deleted

Deleted

Deleted

164

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73 Providing and injecting epoxy grout includingstrutting of cracked in surfacs including cleaningby sand blasting, brushing cost of the materials,machinery equipment, scaffolding labour etccomplete as directed. Spec. No. As directed by Engineer-in Charge Kg. - -

74 Providing and applying approved quality epoxypaint for surface of well, pier abutment betweenL.T.L to 0.90 metre above H.F.LSpec. No. As directed by Engineer-in Charge Sq.M. - -

75 Providing and applying epoxy paint tosuperstructure including scaffolding etccomplete.Spec. No. As directed by Engineer-in Charge Sq.M. - -

76 Providing and applying Polymer Polysafe E.C.(P.No.567)synthetic elastomeric coating cumpaint, ready to use for bridge structure in salineas to avoid salt penitration from marineenvironmet & U.V effects of sunrays, fungusdevelopments and to protect the reinforcementfrom marine atmoshpere effects in three coatsincluding scaffolding, sand blasting, cleaing thesurface of concrete, brushing steelreinforcement and applying polymer coating withPrimer, First coat and Second coat at an intervalof 24 hours of approved shade and colour.( Butnot to applied on oil, Grease, Tar & Moisture ofsurface Note:-Prior approval of S.E. is required.)

Spec. No. As directed by Engineer-in Charge Sq.M. 480.00 51.00

77 Providing and filling shingle & sand below raftand in box return including compaction etc.complete.Spec. No. As directed by Engineer-in Charge Cu.M.

78 Providing rubble mound of selected trap rubbleeach rubble stone not less than 60 Kgt. forabutments, foundation including machinery andcompaction laying in layer as per detailingdrawing and specificationSpec. - As directed by Engineer-In-Charge. Cu.M.

DeletedDeleted

DeletedDeleted

Deleted

165

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79 Providing Sump pit in hard strata in wells asdiercted or as shown in drawing includingshoring and strutting as necessary anddisposing of excavted stuff Spec. No. As directed by Engineer-in Charge Cu.M.

80 Providing and applying anticorrisive treatmentfor MS & TOR steel reinforcement as percement polymer composite coating (CPCC)method developed by CECRI including cleaningthe bar by means of any established mechanicalor manual method for removing the rust anddeletious matter, applying rapid setting primerand cement polymer sealing coat of approvedand licensed by CECRI including redoing theprocess if damaged occur during handling,stacking etc. complete as directed by theEngineer in charge. (with prior approval of S.E.is essential.)

Spec. No. As directed by Engineer-in Charge M.T. 6442.00 1745.00

81 Providing fusion bonded epoxy to reinforcingbars as per IS: 3620-1993 specification for athickness of 175+/-50 microns including testingof coating at plant, extra cost for careful handlingusing PVC coating, binding wires instead ofG.I.wires, touching up the material supplied,repair work etc. complete as per detailedspecifications. (Lead 200 km to and fro fromplant) etc. complete.Spec.:MoRT&H 1600 Edition 2001 M.T. 11687.00 -

82 Providing and applying approved quality coal tarepoxy paint in three coats for surface of well,pier abutment between L.T.L. to 0.90 metreabove H.F.L. including cleaning surface,scaffolding etc. complete

Spec. No. As directed by Engineer-in charge R.M. 236.00 58.00

Deleted

166

C.D. WORKS

Completed Rate

Labour Rate

1

Cu. M. 391.00 115.00

2

a) 1:5:10 Cu. M. 2129.00 412.00b) 1:4:8 Cu. M. 2400.00 412.00c) M-10 Cu. M. 3198.00 412.00d) M-15 Cu. M. 2864.00 412.00

3

Cu. M. 828.00 140.00

4

Cu. M. 1201.00 459.00

5

Cu. M. 2011.00 754.00

Spec.No.CD-5,P-161

Providing uncoursed rubble masonry trap stonein cement mortar 1:6 for head walls includingstriking joints of the non exposed faces andpointing the exposed faces with cement mortar1:3 including scaffolding and watering masonryetc. complete. Including bailing out watermanually.Spec.No.CD-6,P-162

Spec.No.CD-1,P-159

Providing and laying in situ cement concrete of___ proporation with trap metal in foundationsincluding necesary compacting and curing etc.,complete. (including formwork)Spec.No.CD-3,P-160

Providing approved quality of trap / granite /quartizite / gneiss rubble stone paving 15cmthick in 1:3 cement mortar over a bedding of15cm thick cement concrete of 1:4:8 proportionwith trap/granite / quartizite / gneiss metalincluding striking joints and watering etc.complete.

C.D. WORK


Rate for the year 2010-2011

Spec.No.CD-4,P161

Providing approved quality of trap / granite /quartizite / gneiss khandki stone paving of 20.50cm. thick in 1:3 cement morter over bedding of15cm thick cement concrete of 1:4:8 porportionwith trap / granite / quartzite / gneiss metalincluding pointing with cement mortar 1:3 andwatering etc. complete.

Providing rubble filling of trap/granite/quartzitegneiss stones of approved quality in foundationincluding hand packing filling gravel of sand inthe voids etc. complete.

167

Completed Rate

Labour Rate

C.D. WORK



6

Cu. M. - -

7

Cu.M. 3023.00 289.00Cu.M. 3417.00 289.00

8

A) NP-2 for V.R.& O.D.R.I) R.M. - 123.00ii) Diameter 600 mm R.M. - 150.00iii) Diameter 750 mm R.M. - 198.00iv) Diameter 900 mm R.M. - 215.00v) Diameter 1000 mm R.M. - 253.00vi) Diameter 1200 mm R.M. - 270.00

B) NP-3 for M.D.R. & S.H.I) R.M. - 213.00ii) Diameter 750 mm R.M. - 235.00

Spec. No. BR-27 Page No.127a)PCCM-15

Providing coursed rubble masonry of Lateritestone in cement mortar 1:6 for head wallsincluding striking joints of the non exposed facesand pointing the exposed faces with cementmortar 1:3 including scaffolding and wateringmasonry etc. complete. Including bailing outwater manually.

b)PCCM-20

Spec.No.CD-7,P162

Diameter 450 mm

Diameter 600 mm

Laying cement concrete pipe of IS 458-1988__Class in proper line level & slope includingproviding fixing collars in cement mortar 1:2 etc.complete.a) Rate of supply of pipes as perMSSIDC rate contract taken for framing theestimate. b) Labour rate for laying of pipe &fixing with collar in cement morter 1:3 as givenbelow which is to be included in the item.

Spec.No.CD-6,P-162

Providing & laying in situ cement concrete oftrap/granite/quartzite/ gneiss metal for cast incitu head walls for causeway & C.D.Works withcompaction by vibrating & curing completeincluding form work centering (excludingdewatering by means of pump and includingbailling out water).

Deleted

168

Completed Rate

Labour Rate

C.D. WORK



iii) Diameter 900 mm R.M. - 308.00iv) Diameter 1000 mm R.M. - 368.00v) Diameter 1200 mm R.M. - 382.00

C) NP-4 for MSH&NHI) R.M. - 227.00ii) Diameter 750 mm R.M. - 257.00iii) Diameter 900 mm R.M. - 330.00iv) Diameter 1000 mm R.M. - 390.00v) Diameter 1200 mm R.M. - 419.00

9

Cu. M. 2804.00 444.00

10

Cu. M. 6691.00 1504.00

11

Cu. M. 2278.00 327.00

12

Cu. M. 234.00 118.00

13

Sq.M. 492.00 262.00

Spec.No.CD-14,P-167

Providing 5cm thick 1:3 cement mortar copingwith stone chips embedded includingscaffolding, form work, finishing and curing etc.

lSpec.No.CD-17,P-168

Spec.No.CD-13,P-167

Providing seclected hard murum filling includinglaying in layers of 15 to 20 cm. watering andcompacting etc. complete.

Diameter 600 mm

Providing cast in situ block 1:3:6 cementconcrete with circle or other shaped opening forwater way including necessary form work,compacting, finishing and curing etc. complete.Spec.No.CD-8,P-163

Providing Precast M-25 R.C.C.slabs over thespans of cross drainge work as per drawingsincluding HYSD bar reinforcement, conveyance,fixing in cement mortar 1:3 and curing, finishingetc. complete.Spec.No.CD-12,P-166

Providing and laying in situ 1:4:8 cementconcrete of trap metal for haunch filling includingformworks compacting, curing and scaffoldingetc. complete.

169

Completed Rate

Labour Rate

C.D. WORK



14

No. 334.00 145.00

15

No. 222.00 41.00

Spec.No.CD-18,P-168

Providing and fixing M-15 R.C.C.Guard stone of20 x 20 x 75 cms including fixing in ground andwhite washing etc. Complete.

Providing and fixing in cement mortar 1:2,marble plate 30cm. x 20cm. showing the No. ofCross Drainage work and the direction of flow byarrow including cutting border line, figures,letters, signs and painting etc. complete.

Spec.No.CD-20,P-169

170

BORING

CompletedRate

Labour Rate

1

Boring in over burden, hard murum, boulders

R.M. 1440.00 19.00

b) For 100 mm diameter bore R.M. 1634.00 31.00

c) For 150 mm diameter bore R.M. 1882.00 37.002

Taking trial bores for detailed investigations with75mm/100mm/150 diameter boring inoverburden, hard murum, boulders including allmaterials such as temporary casing pipes &accessories, grease,steel balls,drill rods,corelifter, reaming shells,core barrels,diamondsdrills,air houses,water awivels etc.and other suchmaterials as required,including conveying suchmaterials and machinery to site of works.collectedand preserving the loose samples in glass orplastic jar,collection and preservation ofundisturbed samples,water samples,washsamples as directed at site of work and conveyingthe same to the head quarter of concerned officeas directed etc.complete.

a) For 75 mm diameter bore

Taking trial bores for detailed investigations infollowing catagory strat including all materialssuch as temporary casing pipes & accessories,grease,steel balls,diamonds bits HX/NX/BX/AXtype as per requirements,drill rods, corelifter,reaming shells,core barrels impregnateddaimond bits,air houses,water swivels etc.& othersuch materials as required including conveyingsuch materials asnd machinery to siteworks,collecting & preserving the loose samplesin a glass or plastic jar collection of watersamples wash samples core samples as directed, preserving samples in plastic /glass jars,seriallynumering cores samples, preseserving coresamples properly in core boxes at site of work,preparation and submission of bore logs withsoils & rocks classification, conveying samples toheadquarter of concerned office as directed etccomplete.

BORING


Rate for the year 2010-2011Description of Items

171

CompletedRate

Labour Rate

BORING



R.M. 2000.00 100.00

R.M. 1672.00 100.00

3

R.M. 3260.00 100.00

R.M. 2047.00 100.00

4

Spec. R.M. 388.00 349.00

In Soft rock

a) With rotary diamond drilling machine by using HX bit (Core size 86 mm)


Taking trial bores by hand augar through overburden such as soil and soft murum upto hardstrata.

In Soft rock, weathered rock

b) With rotary diamond drilling machine by using NX bit (Core size 54 mm)

a) With rotary diamond drilling machine by using HX bit (Core size 86 mm)

Taking trial bores for detailed investigations infollowing catagory strat including all materialssuch as temporary casing pipes & accessories,grease,steel balls,diamonds bits HX/NX/BX/AXtype as per requirements,drill rods, corelifter,reaming shells,core barrels impregnateddaimond bits,air houses,water swivels etc.& othersuch materials as required including conveyingsuch materials asnd machinery to siteworks,collecting & preserving the loose samplesin a glass or plastic jar collection of watersamples wash samples core samples as directed, preserving samples in plastic /glass jars,seriallynumering cores samples, preseserving coresamples properly in core boxes at site of work,preparation and submission of bore logs withsoils & rocks classification, conveying samples toheadquarter of concerned office as directed etccomplete.

b) With rotary diamond drilling machine by using NX bit (Core size 54 mm)

172

CompletedRate

Labour Rate

BORING



5

Spec. No. 2319.00 328.00

6

Spec.

No. 9677.00 1661.00No. 20427.00 3322.00No. 22803.00 3322.00

7

Spec.

No. 76945.00 3156.00

No. 80707.00 3156.00

No. 111485.00 3156.00

8

Spec. No. 2965.00 2746.00

Providing Tuntappa core boxes of jungle wood ofsize 1.25 x 0.55 x 0.15 metre for preserving coresamples with all fixtures and fastening handleslocking arrangements etc. complete.

Providing and maintaining a Temporary platformas required 100 Sq.ft. size for erecting the boringmachine for taking trial bore in the nalla / smallriver bed in standing water -a/b/c- including allmaterials etc.complete.


b) For depth of 5.00 to 10.00 Meter.

c) For depth above 10.00 Meter.

a) For depth up to 1.00 Meter.b) For depth of 1.00 to 2.00 Meter.

Providing and maintaining temporary floatingplatform as required 10 Sq.mtr. size with countrycrafts and teak wood platform and/anchor's forerecting boring plant in standing and flowingwater -a/b/c-including all material, labours etc.complete.


Shifting boring platform as required (100 Sq.Ft.size) with all components and reinstalling atdirected places,including all charges of shiftingetc.complete.


Note: The rate of Boaring item No.6&7( as given above ) is proposed for total working of platform for 10 days, if more work, the rate of this item should be worked out on the basis of rates abstract for item No.7(a).

c) For depth 2.00 Meter. And above

a) For depth above 2.00 Meter.


173

CompletedRate

Labour Rate

BORING



9


a) 75mm No. 250.00 202.00

No. 333.00 270.00

No. 497.00 404.00

10Spec. As directed by Engineer-In-Charge.

1) Natural Moisture content per test 220.00 -2) Wet and Dry Density per test 220.00 -3) Lab Vane Shear Test per test 440.00 -4) Tor Vane per test 440.00 -5) Pocket Soil Penetrometer per test 330.00 -6) Sieve Analysis per test 440.00 -7) Hydrometer per test 440.00 -8) Liquid and Plastic Limit per test 330.00 -9) Shrinkaage Limit per test 330.00 -10) Specific Gravity per test 440.00 -11) Relative Density per test 440.00 -12) Unconfined Compressive Strength per test 990.00 -TRIAXIALi) Unconsilated Undrained per test 1320.00 -ii) Consolited Undrained per test 1430.00 -iii) Consolited Drained per test 1540.00 -iv) Consilidation per test 1430.00 -v) Direct Shear Test per test 1265.00 -Proctor Compaction Testi) Standard Proctor Compaction Test per test 1210.00 -ii) Modified Proctor Compaction Test per test 1100.00 -iii) California Bearing Ratio (Lab CBR) per test 1430.00 -Permeabilityi) Constant Head Method per test 990.00 -ii) Falling Head Method per test 990.00 -iii) Free Swell Index per test 440.00 -iv) Swelling Pressure per test 1430.00 -

c) 150mm

b) 100mm

Conducting standard pentration test on soil, sandby split spoon sample for--a/b/c--diameter borehole including labour & material etc.complete.(Equipment and materials is to besupplied by Department free of cost).

Carrying out various tests on sub soil & rock

174

CompletedRate

Labour Rate

BORING



21 Chemical Analysis of Soili) pH Value per test 440.00 -ii) Chloride (cl) per test 550.00 -iii) Sulphate (SO3) per test 550.00 -

22 Chemical Analysis of Wateri) pH Value per test 440.00 -ii) Chloride (cl) per test 550.00 -iii) Sulphate (SO3) per test 550.00 -

23 Test on Rock Samplesi) Unconfined Compressive Strength per test 1430.00 -ii) Dry Density per test 440.00 -iii) Porosity per test 440.00 -iv) Water Absorption per test 440.00 -v) Specific Gravity per test 440.00 -vi) Modulus of Elasticity per test 4400.00 -vii) Point Load Index per test 1320.00 -viii) Brazilian Index per test 1320.00 -

175

SURVEY WORKS

Completed Rate

Labour Rate

1

Km. - 568.00

2

Km. - 834.00

3

Km. - 998.00

4

Km. - 1198.00

5

Km. - 2196.00

Detailed/final location survey of road alignment withchain and compass, levels, theodolite and otheressential instrument including staking of final centreline, locating curves, establishing Bench Marks andtaking longitudinal section, cross section, fly levellingetc.complete (in plain area.)


Ground reconnaissance survey of road alignment inplain area including fixing reference pegs wherevernecessary and with th help of simple surveyinstruments .Spec. - As directed by Engineer-In-Charge.

Preliminary survey of road alignment including fixingthree dimensions of appexes, verification of type ofland, chain and compass survey, using ghat tracerand including collection of other essential data withthe help of theodolite levels wherever necessaryetc.complete (in hilly and inaccessible area.)


Preliminary survey of road alignment including fixingthree dimensions of appexes, verification of type ofland, chain and compass survey, fixing referencespegs wherever necessary including collection of otheressential data with the help of theodolite levelswherever necessary etc.complete (in plain area.)


Ground reconnaissance survey of road alignment inhilly and inaccessible area including fixing referencepegs wherever necessary and with th help of simplesurvey instruments .


SURVEY WORK (Dept. Agency)

Survey-D



176

CompletedRate

Labour Rate

6

Km. 2396.00

7

Km. 2196.00

8

No. 2532.00 872.00

9

No. 208.00 208.00

10

No. 208.00 208.00

11

Km. 826.00 175.00

12

Km. 154.00 106.00

Taking trial pit 1.0 x 1.0 x 1.5 mtr.at 200 metreinterval and minimum 3 numbers for small stream inhard murum and boulders etc.complete.


Taking purely fly level to carry out kilometre BenchMark, etc.complete


Providing and fixing wooden pegs for road alignmentsurvey including using chunam and coir string etc.complete.


Taking trial pit 1.0 x 1.0 x 1.5 mtr.at 200 metreinterval and minimum 3 numbers for small stream inearth soil of all types, sand, gravel, soft murum etc.complete. Spec. - As directed by Engineer-In-Charge.

Detailed/final location survey of road alignment withchain and compass, ghat tracer, levels, theodolite andother essential instrument including staking of finalcentre line, locating curves, establishing Bench marksand taking longitudinal section, cross section, flylevelling etc.complete( in hilly and inaccessible area)


Detailed survey along existing earth work includingtaking longitudinal section, cross section, fixing,Bench Marks, chaining, fixing pegs and closing thesurvey with fly levels etc.complete.


Fixing chainage, appex stones and mark stones oftrap stone in cement concrete 1:3:6 of size 45 x 45 x60 cm.along the alignment, 5 chainage stones and 6appex stones etc. complete.


Survey-D



177

CompletedRate

Labour Rate

13

No. 475.00 75.00

14

No. 195.00 36.00

15

No. 360.00 345.00

16

No. 1063.00 886.00

17

No. 3593.00 3139.00

18

No. 1198.00 1165.00

19

No. 11978.00 10464.00


Complete survey of major stream beyond catchementarea of 5 square miles including taking necessarychainage, Longitudinal section, Cross section, closingsurvey at the ends of days work and contouring workfor the same bridge site etc.complete



Reconnaissance survey for fixing major bridge siteincluding chain and compass and other instrumentsas necessary, fixing reference pegs etc.complete.


Survey of catchment area of stream upto 100 Acresby visual inspection with using of chain and compassetc.complete. (Approximate 100 Acres as per villagemap) (average three streams per kilometer)


Traverse survey of stream having catchment areaabove 100 Acres to 1 square mile with chain andcompass etc.complete.Spec. - As directed by Engineer-In-Charge.

Complete survey of stream including takingLongitudinal section and cross section of a streamwith levelling, chaining, complete survey of streamincluding fixing pegs, closing survey at the end ofdays work. (catchment area 1 square mile to 5 squaremiles)

Painting and lettering charges on appex on Benchmark stone. (Labour charges only)

Providing and fixing chaniage, appexes, Bench Markstone of size 17 x 22 x 60 cm.in cement concrete1:4:8 block of size 45 x 45 x 60 cm. includingexcavation, conveyance etc.complete.


Survey-D



178

CompletedRate

Labour Rate

20

No. 9523.00 8721.00

21

Sq.Km. 22858.00 20929.00

22

Km. 2094.00 1918.00

23

No. 3812.00 3796.00

24

No. 1714.00 1570.00

25

No. 1714.00 1570.00

26

Km. 1769.00 1046.00


Detailed survey of approaches to medium or majorbridge including chain and compass survey, levellingetc.complete.

Complete survey of major stream for additional siteincluding taking necessary chainage, Longitudinalsection, cross section, closing survey at the ends ofdays work and contouring work for the same bridgesite etc.complete


Carrying out the contour survey of the stream for 1square kilometre area.

Survey-D

Unit


Investigation of new quarry (other than existing)including taking necessary trial pits, cutting rock forfinding suitablilty for metal etc. complete (excludingtesting of material)




Providing and constructing the theodolite piller ofBurnt Brick Masonary in cement mortar 1:6 as perdrawing or as directed including casting in situcement concrete 1:2:4 coping of size 23 x 23 x 60cm.and fixing theodolite ring, plastering in cementmortar 1:5 out side etc. co0mplete.


Description of ItemsItem No.& Item code

Reconnaissance survey of bridge alignment in creekincluding its approaches,taking three dimensions ofappexes without chaining including use of boatetc.complete.


Complete survey of medium stream having catchmentarea upto 1 square mile including longitudinal sectionand cross section for bridge and approachesetc.complete

179

CompletedRate

Labour Rate

27

Km. 4104.00 2442.00

28

No. 3304.00 1570.00Spec. - As directed by Engineer-In-Charge.

Measuring velocity of creek at 3 section (1 centre andothers on both banks) at an interval of two hours (fourtimes in day) by sink floats etc. including rent ofcountry crafts etc.complete.

Detailed survey in creek including its approaches withchain and compass survey along the bridge alignmentand levelling (without cross section) including rent ofcountry crafts etc.complete.




Survey-D

180

Completed Rate

Labour Rate

1

Km. 6598.00 -

Km. 7747.00 -

2

No. 78.00 -

3

Km. 5839.00 -

4

Job 286.00 -

Reconnaissance survey including study of surveysheets, maps etc. for alignment including threedimensional of apexes,chain and compass or crossstaff survey,fixing pegs, fixing apex stones of size 0.15x 0.15 x 0.60 cm in 1:2:4 cement concrete at everyapex point and 200 m. and preparation of alignmentplan with all types of compliance, if required fromdepartment etc. complete.


a) excluding fixing of apex stone.

b) including fixing of apex stone.

Preparation of land plans (Tracing) on polyestertracing film of approved make 60/65 micron on oneside matt,including taking out prints and binding thesame in Road wise etc.complete.


Procurement of Village map/Forest map/Land planfrom Forest/Revenue authority for prepartation of landplan record,including necessary payment for the plansand other documents as required for thissurvey,plotting and demarcation works etc.complete.



SURVEY WORK (Private Agencies)Survey-P



Prepartion of land plans of road ( New alignment) withfixing boundaries on both sides of centre line of Road /Existing road up to road boundary, including carryingout detailed plain table survey along the centre line ofthe road, showing details of permanent / semi-permanent structures, trees, telefone-lines, pipe-lines,field-bunds, cross-roads upto 100m or asdirected,plotting work of surveyed area etc. complete.

181

Completed Rate

Labour Rate

Survey-P



5

Km. 2415.00 -

6

Km. 3706.00 -

7

Km. 4355.00 -

8

No. 284.00 -

9

Job 2512.00 -As directed by Engineer-In-Charge.

Providing'7' copies of computor printouts of plans dulybound in the form of booklet.

As directed By Engineer-In-Charge.

Providing and fixing boundary stone (R.C.C.M-15)ofstandard size 15cm.dia.on top, 25cm dia. @ bottomand 90 cm in length with 4 bars of 6 mm dia.&5stirrups as per IRC:25-1967,including oil painting withtwo coats in white colour to visible portion on all facesand lettering “R.B.” with black oil paint etc. complete.

Scanning and digitizing the surveyed plane table onAutocad14 & preparing computor disk.



Preparation of villagewise Land acquisition proposalsin five sets as required by Revenue Authorities (SLAO)including procurement of necessary 7/12 extracts,preparation of Land schedule, tracing out of villagemaps (at the same scale of revenue map), and takingout ammonia prints (5copies), colouring the same,showing the alignment on village map, taking out5xerox copies of questionnaries schedule of land to beaquired respective 7/12 extracts & binding in booklets(5Nos.) etc. complete.

Preparing detailed Plans and estimates of roadincluding typing in 5copies in proper file includingcolouring ammonia prints of plans, indexing andpaging, with all types of compliance, if required fromdepartment etc.complete.

Spec. No.:Rd.70 P- 244 & MoRT&H-806.

182

Completed Rate

Labour Rate

Survey-P



10

Job 3090.00 - Job 3682.00 -

11

Job 19063.00 - Job 22869.00 -

12

Sq.Km. 19690.00 -Sq.Km. 23089.00 -

13

Job 4830.00 4830.00


Preparing detailed estimate of C.D.Works with finetyped copies in proper file, including taking out L-section of road,preparing catchment area plan bytraverse method, taking one trial pit of size 1.0 x 1.0 x1.5 mtr. with all types of compliance,if required fromdepartment etc.complete.

a) excluding taking trial pit.b) including taking trial pit.

Carrying out survey for Minor Bridge including taking L-section of existing road, two define cross sections for,one at U/S, second at D/S, one vergin cross section atalternate proposed site, taking L-section of streamupto sufficient length with chain and compass, takingthree trial pits of size 2.00 x 2.00 x 3.00 M. andcollecting samples of bed materials from trial pit forascertaining the silt factor unit test etc.complete.

Carrying out Contour survey of stream on U/S and D/Sof proposed bridge site,including chain and compasssurvey, taking levels at every 30 x 30 metre, preparingcontour map and supplying ammonia prints in 5 setsetc.complete

b) including taking trial pit.


b) including chain and compass survey.


Preparing plans and estimates of minor bridge with thehelp of approved detailed survey data given by thecompetent authority, including typing in 5 copies,ammonia prints, site plan, other drawings withcolouring of plans, proper filling, indexing andpaging,with all types of compliacne, if required fromdepartment etc.complete.

a) excluding taking trial pit.

a) excluding chain and compass survey.As directed by Engineer-In-Charge.

183

Completed Rate

Labour Rate

Survey-P



14

Job 28292.00 -

Job 37191.00 -

15

Job 5322.00 5322.00As directed by Engineer-In-Charge.

Carrying out detailed survey of major bridge includingtaking out L-section of existing road, two define crosssections for,one at U/S and second at D/S, one vergincross section at alternate proposed site, L-section ofstream upto sufficient lengths with chain and compass,taking five trial pits, three in bed and two on banks ofsize 2.00 x 2.00 x 3.00 m,collecting samples from trialpit,sending samples to Government approvedlaboratories (testing charges to he borne by agency)for ascertaining the silt factor, carrying out unit test &specific gravity, preparation of detailed survey dataand submission of the project fully typed colouring ofthe ammonia prints, site plan and other drawings,withall types of compliance if required from departmentetc.complete.




Preparing detailed plans and estimate of major bridgein 5 copies typed,on the basis of the approved linediagram and technical note from the competentauthority including ammonia prints of site plan,otherdrawings with colouring of plans,proper filling, idexingand paging,with all types of compliance if requiredfrom department etc.complete

184

Completed Rate

Labour Rate

Survey-P



16

Job 10823.00

Job 13266.00

17

Job 4346.00 4346.00

18



Preparing detailed plans and estimate of Raisedcauseway in 5 copies duly typed,on the basis of theapproved detailed survey data given by competentauthority including ammonia prints of site plan andother drawings, colouring of plans, proper filling,indexing and paging with all types of compliance ifrequired from department etc. complete.

Conversion of Taluka map and cutting in to standard Asize sheet for scanning,scanning of A size sheets ofmaps by sending to Advanced Scanning center atMumbai with courier,editing of scanned imagesincluding Scaling,Positioning and Speckling,raster toVector conversion of images using RTOV legalsoftwares,stitching of converted images by way ofGCP into single Vector drawing AUTOCAD vcr.12legal software, Layering of


Carrying out detailed survey of Raised cause wayincluding taking L-section of existing road, taking twodefine cross sections for, one at vergin, one atalternate proposed site,taking L-section of stream uptosufficient length with chain and compass, taking twotrial pits of size 2.00 x 2.00 x 3.00 m.,collecting samplefrom trial pits sending samples to Governmentapproved laboratory (testing charges to he borne byagency) for ascertaining the silt factor,carrying out unittest & specific gravity, preparation of detailed surveydata and submission of the project fully typedcopies,colouring of the ammonia prints, site plan andother drawings with all types of compliance if requiredfrom department etc.complete.


185

Completed Rate

Labour Rate

Survey-P



Tal. 6447.00 -

19

Job 2382.00 -

20

Dist. 3177.00 -

Preparing District map including stitching of all villagemaps by way of CCP in to single sector drawing usingAUTOCAD vcr.12 legal software, Trial plot for makingcorrections on A1/A2 size multi colour plotter in footscale on white paper,ploting drawing by high qualitycolour plotter as a final output etc.complete




drawing for colour separation purpose organizing databy way to logical grouping, assigning different coloursof National Highway, State Highway, Major districtroad etc.,assigning different line types for existing andproposed works,assigning different line widths forvillages, boundaries, forest areas etc.,blocking thedifferent roads with the symbols for National Highway,State Highway, Main District Road etc.,instatingsymbols for villages etc.,inserting text in English atproper locations for villages names, roads andimportant places etc.,Trial plot for making correctionson A1/A2 size, multiple colours plotter in foot scale onwhite papers making appropriate corrections in vectordrawing and updating all imformation,plotting ofdrawing with high quality colour plotter as a final output etc complete.

For text of villages in deonagari font extra work wouldbe follows including inserting text in deonagari font atproper locations for village names, roads andimportant place etc.,Trial plot for making correctionson A1/A2 size multi colour plotter in foot scale on whitepaper,ploting of drawing on high quality colour plotteras final output etc.complete

186

Completed Rate

Labour Rate

Survey-P



21

Per Day 7755.00 -

Carrying out topographical survey,contouring of allterrain (all types),road,bridge,and building works byusing Electronic Total Station surveying instuments(3 second least count) with its all accessories tools,plants including preparing necessary plans such as L-sections cross sections, contouring, topographicaldetail survey plan as directed by processing data oncomputer, preserving processed data on CD's or anyother advanced type computer hardware including allmanpower i.e.electronic total station operator,computer engineer, trained supervisor, skilled labours,machineries such as electronic total station with itsaccessories, computer with latest configuration,materials such as stationary required for printingprocessed data,plotting drawings of required sizes,submission of processed data and plans in properlybound book as directed etc complete.


187

VIDEOGRAPHY

Completed Rate

Labour Rate

1

Cassette hour.

1779.00 -

2

i) Day 3465.00 -

ii) Day 4447.00 -

iii) Day 1943.00 -

3

i) 3 Copies 64.00 -

I)a 1 each 18.00 -

ii) 3 Copies 87.00 -

ii)a 1 each 18.00 -

iii) 3 Copies 145.00 -

iii)a 1 each 29.00 -

Still photos passport cut size

Extra copies passport cut size

5"x 7" Size

Extra copies 5" x 7" Size

4" x 6" Size

Extra copies 4" x 6" Size

Within 50 Kms

Providing & carrying out video cassettee hourshooting of roads,bridges,buildings,other structuresand programmes, including preliminary survey, stillshots moving shooting, transportation of allequipments, persons required for shooting, lightingarrangement as may be necessary, editing, mixing,titling, lettering, sounding including cost of twocoloured cassette (C.D) of approved quality etc.complete

As Directed by the Engineer-In-Charge

Preparing and carrying out video shooting of roads,bridges, buildings, other structures and progremmes,including hiring of vehicles, equipment for videoshooting, titling, lighting, mixing, lettering, editing,including cost of two colour cassettes(C.D)ofapproved make and quality etc. complete.


Beyond 50 Kms

Work upto 5 hours per day only

Shooting of still photographs,outdoor and indoor, ofconstruction and other works of building, bridges,roads etc. complete in District and outside District ofany distances.


VIDEOGRAPHYItem No.& Item code



188

Completed Rate

Labour Rate

VIDEOGRAPHYItem No.& Item code



4

i) AO ( 1165 X 817mm ) 1 each 635.00 -ii) A1 ( 817 X 570mm ) 1 each 508.00 -iii) A2 ( 570 X 396mm ) 1 each 444.00 -iv) A3 ( 396 X 275mm ) 1 each 381.00 -v) A4 ( 285 X 196mm ) 1 each 254.00 -

5


6



Printing of drawing on Autocad in following size with tracing on reproducting paper from available sources etc. complete.As Directed by the Engineer-In-Charge

Printing of drawing on Autocad with one proof print for following size on plain white paper with black colour print providing tracing with saving on disc etc. complete.As Directed by the Engineer-In-Charge

Editing and correction on drawing and giving the print on tracing paper with tracing.

189

NATIONAL HIGHWAY

ROAD WORKS

Sr. No.

Reference to MORT&H

Specification Cl. 4th

Revision.

Description Unit

Completed Rate For the year 2010-11

1 201 Clearing grass and removal of rubbish upto a distance of 50 meters outside the periphery of the area to be cleared

Hector 6599.00

2 201 Clearing and grubbing road land including uprooting rankvegitation, grass,bushes shrubs,sapling and trees of girthupto 300mm, removal of stumps of trees cut earlier anddisposal of unserviceable material and stacking ofserviceable material to be used or auctioned upto a lead100 metres including removal and disposal of top organicsoil not exceeding 150 mm in thickness.

a) BY MANUAL MEANSi) In area of light jungle Hector 26613.00ii) In area of thorney jungle Hector 35461.00

b) BY MECHANIC MEANSi) In area of light jungle Hector 13719.00ii) In area of thorney jungle Hector 13719.00

3 202 Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry,cement concrete, wood work, including T & P andscaffolding wherever necessary, sorting the dismantledmaterial, disposal of unserviceable material and stackingthe serviceable material with all lifts and lead of 1000metres

a) BY MANUAL MEANS(a) Lime /cement concrete i) Lime concrete/cement concrete Grade M-10 and below

cu.m. 279.00

ii) Cement concrete grade M-15 & M-20 cu.m. 297.00 iii) Prestressed / Reinforced cement concrete grade M-20 & above

cu.m. 426.00

(b) Dismantling Brick/Tile Work i) In lime/Cement mortar cu.m. 185.00 ii) Dry brick pitching or brick soling cu.m. 136.00(c) Dismantling stone masonary i) Rubble stone masonry in lime/cement morter cu.m. 194.00 ii) Dry rubble masonry cu.m. 154.00

Road WorkCHAPTER - 1

SITE CLEARANCE AND DISMANTLING

190

Sr. No.

Reference to MORT&H


Revision.

Description Unit


iii) Dismantaling Stone Pitching/dry stone spall cu.m. 146.00 iv) Bouolders laid in wire crates including opening of crates and stacking crates material

cu.m. 163.00

(d) Steel work in all types of section upto a height of 5 m above plinth level excluding cutting rivet.

M.T.

i) Including dismembering 873.00 ii) Excluding dismembering 666.00

iii) Extra over item No. 3(a) & (b) for cuttingrivets

16.00

(e) Scraping Plaster in Lime or Cement Mortarfrom Bricks / Stone Masonry

Sqm. 14.00

(f) Removing all type of Hume Pipes and Stackingwithin a lead of 1000 metres including Earthwork andDismantling of Masonry Works.

Rmt.

i) upto 600mm dia. pipes 67.00 ii) Above 600mm to 900mm dia 85.00 iii) Above 900mm dia 121.00

4 305.4.3 Scarifying the existing granular road surface to a depthof 50mm by manual means and disposal of scarifiedmaterial within all lifts and leads upto 1000 m

Sqm. 17.00

5 305.4.3 Scarifying the existing bituminous surface to a depth of50mm by mechanical means and disposal of scarifiedmaterial within all lifts and leads upto 1000 metre.

Sqm. 11.00

6 202 Dismantling of Flexible Pavements and disposal ofdismantled materials upto a lead of 1000 metres, stackingserviceable and unserviceable materials separately.

Cum.

(a) MANUAL MEANS i) Bituminous course 358.00 ii) Granular course 203.00(b) MECHANICAL MEANS i) Bituminous course 124.00

191

Sr. No.

Reference to MORT&H


Revision.

Description Unit


1 301 Excavation for the roadway in soil usingmanual means including dressing section tothe required grade, camber, side slopes andloading in a truck and carrying of cut earth toembankment site with all lifts and lead upto1000 metre and spreading for embankment orstacking, disposing as directed by Engineer incharge.

cu.m.

a) Earth soil of all sorts sand, gravel or soft murum

91.00

b) Hard murum 105.00c) Hard murum and boulders 119.00

2 301 Excavation in ordinary rock using manualmeans including dressing section to therequired grade, camber, side slopes andloading in a truck and carrying of excavatedmaterial to embankment site with all lifts andlead upto 1000 metre spreading forembankment or stacking as directed byEngineer in charge.

Cu.m. 232.00

3 301 Excavation for the roadway in hard rock(requiring blasting) by drilling, blasting andbreaking, trimming of bottom and side slopesin accordance with requirements of lines,grades and cross section, loading anddisposal of cut road with in all lifts and leadupto 1000 metre spreading for embankmentor stacking as directed by Engineer in charge.

Cu.m. 341.00

4 301 Excavation for the roadway in hardrock(blasting prohibited) with includingloading in tippers and disposal within all liftsand lead upto 1000 metre, dressing sectionby wedging, chiseling or line drilling, inaccordance with requirements of lines, grades and cross section, spreading for embankmentor stacking as directed by Engineer in charge.

cum. 485.00


EARTH WORK

192

Sr. No.

Reference to MORT&H


Revision.

Description Unit


5 301 Excavation for the roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal within all lifts and lead upto 1000 metre, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross section, etc. complete.

Cum. 65.00

6 305 Construction of embankment with approvedmaterials obtained from Private land/Barrowpit including all lifts and lead transporting tosite, laying in layers of 250mm thick loose,breaking cloads dressing to the required line,curves, grade and section, watering the earthto O.M.C. and compacting to meetrequirements as per specification 305-2 table300-2

Cum.

a) Compacting with vibratory roller 110.00

b) Compacting with Power roller 96.00

7 305 Construction of embankment with approvedmaterials deposited at site from roadwaycutting and excavation from drain andfoundation of other structure including all liftsand lead up to 15m. laying in layers of250mm thick loose, breaking cloads dressingto the required line, curves, grade section,watering the earth to O.M.C.and compactingto meet requirements as per specification cl.305-2 table 300-2

Cubic meter.

a) Compacting with vibratory roller 53.00b) Compacting with power roller 44.00

8 309 Construction of aggregate Sub-SurfaceDrains 300 mm x 450 mm with aggregatesconforming to table 300-4. excavated materialto be utilised in roadway.

Rmt. 69.00

193

Sr. No.

Reference to MORT&H


Revision.

Description Unit


1 404-3.2 Construction of inverted choke byproviding, laying, spreading and compactingof specified graded aggregate in subbasecourse in uniform layer on a prepared basewith motor grader and compacting with powerroller etc.

Cum. 425.00

2 404-3.1 Making 50 mm x 50 mm Furrows, 25 mm /50 mm deep, 450 to the center line of the roadand at one meter interval in the existing thinbituminous wearing coarse includingsweeping and disposal of excavated materialwithin 1000 metres complete.

Sq.M 2.00

3 404 water bound macadamProviding, laying, spreading and compactingstone aggregates of specified sizes to water bound macadam specification, includingspreading in uniform thickness,hand packingrolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade andcamber,applying and brooming requisite typeof screening, binding materials to fill up theinterstics of coarse aggregates, watering andcompacting to the required density makingnecessary earthen bund to protect edges,lighting, guarding, barricading andmaintenance of diversion etc.complete

a) By manual means i) Grading - I 90mm to 45mm Cum. 685.00 ii) Grading - II 63mm to 45mm Cum. 825.00

b) By mechanical means metal spreading is to be done by motor graders i) Grading - I 90mm to 45mm 511.00 ii) Grading - II 63mm to 45mm 635.00


SUB BASES, BASES (NON-BITUMINOUS) AND SHOULDERS

194

Sr. No.

Reference to MORT&H


Revision.

Description Unit


4 406 wet mix macadamProviding, laying, spreading and compactinggraded stone aggreagte to wet mixmacadam specifications including premixingthe material with water to OMC in mechanicalmix Plant, carriage of mixed material by tipperto site, laying in uniform layers with paver insub-base/base course on a well preparedsurface and compacting with power / vibratoryroller to achieve the desired density includinglighting, guarding, barricading andmaintenance of diversion with etc. complete.

Cum. 817.00

5 401 Granular Sub Base with Close graded Material A Plant Mix Method

Construction of granular sunbase by providing closegraded Material mixing in a mechanical mix plant atomc, carriage of mixed Material to work site,spreding in uniform layers with motor grader onprepared surface and compacting with vibratorypower rollar to achieve the desired density,complete as per clause 401

for grading I 744.00for grading II 718.00for grading III 658.00

401 Granular Sub Base with Close graded Material B By Mix in Place Method

Construction of granular sunbase by providing closegraded Material mixing in a mechanical mix plant atomc, carriage of mixed Material to work site,spreding in uniform layers with motor grader onprepared surface and compacting with vibratorypower rollar to achieve the desired density,complete as per clause 401for grading I 667.00for grading II 643.00for grading III 550.00

195

Sr. No.

Reference to MORT&H


Revision.

Description Unit


401 A Granular Sub Base with Coarse Graded Material(Table 400-2 )

Cum

A By Mix in Place MethodConstruction of granular sunbase by providingCoarse graded Material, spreding in uniformlayers with motor grader on preparedsurface,mising by mix in place method withrotavator at OMC , and compacting with vibratorroller to achieve the desired density, complete asper clause 401.For grading I 647.00For grading II 635.00For grading III 614.00

196

Sr. No.

Reference to MORT&H

Specification Cl. 4th Revision.

Description Unit


1 502 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base andspraying primer at the rate of 0.60 Kg/sq.m using mechanical means including clearing of road surface.

sq.m. 17.00

2 503 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of ----- kg per sq.m on the prepared bituminous/granular surface cleaned with mechanical broom.A) On black topped surface at 2.5/10 Sqm. Sq.M. 8.00B) On granular surface at 3.50 Kg/10 Sqm. Sq.M. 10.00

3 504 Providing and laying hot mix hot laid bituminous macadm 50 / 75mm compacted thickness with 3.3% bitumen content by weight of total mix on prepared surface with specified graded crushed aggregates for the base / binding course including loading of aggregates with F. E. Loader, heating of stone aggregates and bitumen and mixing in modern drum mix type of hot mix plant, transporting the mixed material to work site laying the mixed material with sensor paver finisher to the required grade, level and camber , rolling by power roller and vibratory roller to achieve the desired density (Grade of Bitumen should be 60/70)

Cu.M. 4575.00

4 505 Providing and laying penetration macadam of 50 mm compacted thickness on prepared surface incluing spreading course aggregate compacting with 8-10 tonne smooth wheeled power roller for required grade and camber applying hot bitumen by pressure distributor at the specified rate applying key aggregate compacting with 8-10 tonne smooth wheeled power roller to achieve desire degree of compaction

Sqm.

Bitumen 60/70 grade @ 5kg/sq.mA) By use of power roller 183.00B) By use of Vibratory roller 239.00

Road WorkCHAPTER -4

BITUMINOUS CONSTRUCTION

197

Sr. No.

Reference to MORT&H


Description Unit


5 506 Providing, laying & rolling of Builtup spray Grout layer 75mm thick compacted thickness over prepared base consisting of a 2 layers composite construction of compacted crushed coarse aggregates using motor grader for aggregates key stone chips spreader may be used with application of bitumen binder after each layer and with key aggreates placed on top of second layer to serve as a base confirming to the line, grades and cross section specified & rolling with vibratory roller etc. complete. Bitumen 60/70 grade @ 30kg per 10 sq.m. @ 15 kg per 10 sq.m. for each layer.

Sq.m. 193.00

6 507 Providing and laying hot mix hot laid Dence Bituminous Macadm 50/75mm compacted thickness with 4.25 % bitumen content by weight of total mix on prepared surface with specified graded crusher aggregates for the base/binding course including loading of aggregates with F.E.Loader, heating of stone aggregates and bitumen and mixing, in modern drum mix type of hot mix plant transporting the hot mix to work site laying the mixed material with sensor paver finisher to the required grade, level and camber, rolling by power roller and vibratory roller to achieve the desired density (Grade of Bitumen should be 60/70)

Cum. 5079.00

7 509 Providing and laying bituminous concrete 25/40 mm compacted thickness on prepared surface with specified graded stone aggregates for wearing course including loading of aggregates with F.E. Loader premixed with bituminous binder @ 5 per cent of weight of mix and filler @ 2 per cent of weight of aggregate in modern drum type hot mix plant, transporting the mixed material to work site, laying the mix material with senser paver finisher to the required level, grades and rolling with vibratory & power roller to achieve the desired density ( Grade of bitumen should be 60/70)

Cum. 5834.00

8 510 Providing and laying surface dressing as wearing course in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on the prepared surface, and rolling with 8 -10 tonne smooth wheeled steel roller.

Sqm

198

Sr. No.

Reference to MORT&H


Description Unit


a) 19 mm nominal chipping size @ 0.015 cum per sqm and Bitumen @ 1.20 kg per sqm.

59.00

b) 13 mm nominal chipping size @ 0.01cumper sqm and Bitumen @ 1.00 kg per sqm.

48.00

9 511 Providing & laying and rolling open gradedpremix surfacing 20 mm thick with specifiedgraded crushed aggregates for wearing courseincluding supplying all materials, preparing andcleaning the base, loading of aggregate with F.Eloader, heating bitumen and aggregates in moderndrum type hot mix plant of appropriate capacitytransporting the mixed material to work site andlaying with paver finisher to the required level andgrade rolling with power roller 8 - 10 tonnecapacity.

Sqm. 90.00

Using Bitumen 60/70 Grade @ 14.60 kg /sqm

10 512 Providing and rolling of close graded premix mix seal surfacing of 20 mm thickness composed of 11.2 mm to 0.09 mm (type a) or 13.2 mm to 0.09 mm (type b ) aggregate using 60/70 grade bitumen @ 22kg/10sqm to the required line, grade and level to serve as wearing course on a previously prepared base including mixing in suitable HMP of appropriate capacity and finishing to required level and grade.

Sqm. 118.00

11 513 a) Providing and laying of seal coat for sealing the voids in a bituminous surface laid to the specified level, grade and cross fall followed by a cover of stone chipping of 6.7mm size @ 0.09 cum & rolling with 8 to 10 tonne capacity per 10 cum per 10 sqm & rolling with 8 -10 tonne capacity power roller. ( using bitumen 60 / 70 grade @ the rate of 9.8 Kg/10 sqmt.)note : seal coat is to be provided immediately over the bituminous layer.

Sq.m. 45.00

12 513 b)Providing and laying of premix sand seal coat with HMP of appropriate capacity using crushed stone chipping of 6.7 mm size @ 0.06 cum per 10 sqm laying of mixed material with sensor paver and rolling with power roller 8-10 tonne capacity using bitumen 60 / 70 grade @ the rate of 6.8 Kg/10 sqmt.)

Sq.m. 33.00

Note : seal coat is to be provided over the premix carpet on the same day.

199

Sr. No.

Reference to MORT&H


Description Unit


1 408 Providing & laying in situ Plain Cementconcrete 1:3:6 mix with trap stoneaggregate 40 millimetre nominal sizemechanically mixed and vibrated infoundation upto a depth of 1.5 metres belowground level and upto a height of 1.50m.above ground / bed level includingformwork, bailing out water, if necessary,curing etc. complete.

Cum. 2876.00

2 2900 Providing and Laying Reinforced PlainCement Concrete Pipe NP 4 /Prestressedconcrete pipe on first class bedding in single row for culverts of granular material in singlerow of various diameter in proper line, leveland slope including fixing collar with cementmortar 1:2 but excluding excavation,protection works, backfilling, concrete andmasonry works in head walls and parapets.

Rmt.

a) 900 mm dia 5565.00

b) 1000 mm dia 7030.00

c) 1200 mm dia 8358.00

ROAD WORKCHAPTER - 5

PIPE CULVERTS

200

Sr. No.

Reference to MORT&H


Description Unit


1 408 Construction of cement concrete kerb with top and bottom width 115 and 165 respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, etc. complete.

Rmt. 212.00

6 803 Painting new letrers and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade.

Per Cm Ht.per letter

a) Hindi/Marathi (Matras, commas and the like not to be measured and paid for Half letters shall be counted as half.)

1.00

b) English and Roman 1.00

7 803 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Sq.m. 40.00

8 803 Painting lines,dashes,arrows etc. on roads in two coats on new Work Painting lines,dashes,arrows etc. on roads in two coats on New Work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control.

Sq.M.

a) On New WorkI) Over 10 cm in width (White and Yellow) 72.00ii) Upto 10 cm in width 77.00b) On Old WorkI) Over 10 cm in width (White and Yellow) 59.00ii) Upto 10 cm in width 64.00

9 801 a) Providing and fixing letters from reflective tape of approved quality of standard width

per letter per cm. height

2.00

801 b) Providing and fixing Border from reflectivetape of approved quality and standard width

per cm. Length

2.00

Item No. 2 to 5 Deleted

ROAD WORKSCHAPTER - 6

TRAFFIC AND TRANSPORTATION

201

12 803 Providing and applying hot applied thermoplastic compound 2.50 mm thick including reflectorising glass beads @ 250 gms per sqmt. area, thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes ect. complete.

Sq.mt. 728.00

( with 3 years guarantee)

13 805 Supplying and installation of delenator (road way indicators, hazard markers, object markers) 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawing.

No. 754.00

Item No. 10 and 11 DELETED.

202

Sr. No.

Reference to MORT&H


Description UnitCompleted Rate

For the year 2010-11

1 801 Providing and erecting direction and placeidentification retro- reflectorised signboards as per IRC :67 made of high intensitygrade sheeting vide clause 801.3, fixed overaluminium sheeting, 2 mm thick with area notexceeding 0.9 sqm supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm,including conveying and fixing firmly to theground by means of properly designedfoundation with M 15 grade cement concrete45cm x 45 cm x 60 cm, 60 cm below ground levelas per approved drawing with 7 yearsguarantee for the sheeting etc. complete.

Sq.m. 11350.50

2 801 Providing and erecting direction and placeidentification retro- reflectorised signboards as per IRC :67 made of high intensitygrade sheeting vide clause 801.3, fixed overaluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm, 2nos. including conveying and fixing firmly tothe ground by means of properly designedfoundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below groundlevel as per approved drawing with 7 yearsguarantee for the sheeting etc. complete.

Sq.m. 12401.00

ROAD WORKCHAPTER - 7

ROAD SIGN BOARDS

203

NATIONAL HIGHWAY

BRIDGE WORKS

Sr. No.

Reference to MORT&H


Description UnitCompleted

Rate For the year 2010-11

1 304 Earth work in excavation in soil for foundation ofstructures as per drawing and technical specification,including setting out, construction of shoring andbracing, removal of stumps and other deleteriousmatter, dressing of sides and bottom, backfilling withapproved material, disposing off excavated stuff asdirected by Engineer in charge.etc complete.

Cum.

Ordinary Soil

a) Depth upto 3 m 96.00

b) 3 m to 6 m depth 127.00

c) Above 6 m depth 165.00

2 304 Earth work in excavation in hard strata forFoundation of structure as per drawing andtechnical specification, including setting out,construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides andbottom, backfilling with approved material, disposingoff excavated stuff as directed by Engineer incharge.etc complete.

Cu.m.

( Depth upto 3 m )a) Ordinary rock (not requiring blasting) 242.00b) Hard rock (requiring blasting) 420.00

3 304 Earthwork in excavation in hard strata for foundationof structure by mechanical means as per drawing andtechnical specification, including setting out,construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides andbottom and disposing off excavated stuff as directed byEngineer in charge. etc complete.a) Hard rock (Blasting Prohibited) Cu.m. 578.00

4 304 Earth work in excavation in marshy soil forfoundation of structure by manual / mechanicalmeans as per drawing and technical specification,including setting out, construction of shoring andbracing, removal of stumps and other deleteriousmatter, dressing of sides and bottom and disposing offexcavated stuff as directed by Engineer in charge etccomplete.

Cu.m. 234.00

5 304 Providing & filling Sand in foundation trenches asper drawing and technical specification

Cu.m. 752.00

Bridge WorkCHAPTER - 1EARTHWORK

204

Sr. No.

Reference to MORT&H




1 2100 Providing & laying plain cement concrete 1:3:6nominal mix in foundation with crushed stoneaggregate 40 mm nominal size mechanicallymixed, placed in foundation and compacted byvibration including curing for 14 days.

Cu.m. 2661.00

2 1400 1405 & 2200

Providing random rubble stone masonry oftrap stone in cement mortar 1:3 in foundation /sub structure as per drawing and specificationstriking joints of non exposed faces andpointing the exposed faces with cement mortar1:3 including scaffolding and watering includingbailing out water manually etc. complete.

Cu.m. 2186.00

3 1200& 1900 Providing fabricating and setting out cuttingedge of mild steel weighing 40 kg per metre forwell foundation complete as per drawing andtechnical specification etc. complete.

Tonne 52597.00

4 1209 Providing and filling in wells with wellgraded sand / rubble and sand /single andsand incluing compacting between top andbottom plug.

Cu.m. 700.00

5 710 IRC 78 & 2204

Providing Back Filling behind abutment,wing wall and return wall including wateringand compacting complete as per drawing andtechnical specification.

Cu.m.

a) Gravelly material / Trap rubble 359.00

b) Sandy material 524.00

c) Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification

437.00

Bridge WorkCHAPTER -2

FOUNDATION

205

Sr. No.

Reference to MORT&H




6 1204 & 1904 Providing, placing and driving in position 6 mmthick permanent M.S. liner upto required depthwith 12 mm thick M.S. cutting edge of 0 .5metre length of bottom including fabricating,cutting the M.S. sheet to required diametre andshape, welding the joints and driving with thehelp of required machineries including allmaterials, labour and lift etc. complete.

Tonne 59522.00

7 1110 Pile load test on single verticle pile inaccordance with I.S. 2911 part IV.

Metric tonne

a) Initial test and routine load test. 381.00

b) For lateral load test 6300.00

206

Sr. No.

Reference to MORT&H




1 1500 & 1700 Providing and laying in situ plain/ reinforcement cement concrete with trapstone aggregates 20 mm nominal sizemechanically mixed and vibrataed for substructure including centering and shuttering,scaffolding, laid in position and curing, finishingwith 1:3 Cement morter, if required, compactingby vibrating etc. complete.

Cum.

( Excluding cost of steel reinforcement)a) P.C.C M-15 grade Up to 5m hight - -b) P.C.C M-20 grade Up to 5m hight Cum. 3572.00c) P.C.C M-25 grade Up to 5m hight - - Between 5m to 10m hight - - Above 10m hight - -d) P.C.C. M-30 grade Up to 5m hight - - Between 5m to 10m hight - - Above 10m hight - -e) R.C.C M-20 grade Up to 5m hight - - Between 5m to 10m hight - - Above 10m hight - -f) R.C.C M-25 grade Up to 5m hight - - Between 5m to 10m hight - - Above 10m hight - -g) R.C.C M-30 grade Up to 5m hight - - Between 5m to 10m hight - - Above 10m hight - -h) R.C.C M-35 grade Up to 5m hight - - Between 5m to 10m hight - - Above 10m hight - -

2 2000 Supplying,fitting and fixing in position true to line& level cast steel rocker bearing conforming to IRC:83(Pt-I) Section IX and clause 2003 ofMORTH specification complete including allaccessories as per drawing and Technicalspecification.

Per Tonne Capacity

387.00


SUBSTRUCTURE

207

Sr. No.

Reference to MORT&H




3 2000 Supplying,fitting & fixing in position true to line& level fordge steel roller bearing conformingto IRC:83(Pt-I) Section IX and clause 2003 ofMORTH specification complete including allaccessories as per drawing and Technicalspecification.

Per Tonne Capacity

646.00

4 2000 Supplying, fitting and fixing in position true toline & level sliding plate bearing with PTFEsurface sliding on stainless steel completeincluding accessories as per drawing andtechnical specification and BS:5400, section9.1& 9.2(forPTTE) and clause 2004 of MORTHspecification

Per Tonne Capacity

205.00

5 2000 Supplying,fitting and fixing in position true to lineand level elastomeric bearing conforming toIRC:83(Pt-I) Section IX and clause 2005 ofMORTH specification complete including allaccessories as per drawing and Technicalspecification.

Per Cubic Centi meter

1.15

6 2000 Supplying,fitting and fixing in position, true toline and level POT- PTFE bearing consisting ofa metal piston supported by a disc orunreinforced elastomer confined within a metalcylinder, sealing rings, dust seals, PTEE surfacesliding against stainless steel mating surface,complete assembly to be of cast steel /fabricated structural steel, metal and elastomerelements to be as per IRC: 83 part-I & IIrespectively and other parts conforming to BS:5400, Sections 9.1 & 9..2 and clause 2006 ofMORTH specifications complete as per drawingand approved technical specifications

Per Tonne Capacity

160.00

7 2000 Supplying,fitting and fixing in position,true to lindand level sliding plate bearing with stainlesssteel plate sliding on stainless steel plate withmild steel matrix complete including allaccessories as per drawing and technicalspecifications.

Per Tonne Capacity

237.00

208

Sr. No.

Reference to MORT&H




8 2706 a) Providing weep hoels in plain/reinforcedconcrete in abutments, riding return, return wallwith 100 mm dia. A.C. pipe, extending throughthe full width of the structure with slope of 1V :20 H towards drawing force etc. complete asper drawing and echnical Specification

Rmt 106.00

b) Using P.V.C. pipe, 100 mm dia. 106.00

9 2604 Providing and laying 20mm thick galvanised mild steel plate in expansion joint as perTechnical Specification.

Rmt 974.00

10 2600 Providing & laying expansion joint withcorrugated copper plate, compressible fibreboard,premoulded joint filter and joint sealingcompound complete as per drawing andtechnical specificationa) Providing & fixing 2mm thick corrugatedcopper plate in expansion joint complete asper drawing & Technical specification.

Rmt 5271.00

b) Providing and fixing 20 mm thickcompressible fibre board in expantion jointcomplete as per drawing and technicalspecification.

1260.00

c) Providing and fixing in position 20 mm thickpremoulded joint filler in expansion jointcomplete as per drawing & Technicalspecification.

850.00

d) Providing and filling joint sealing compoundas per drawing and TechnicalSpecification.Coarse sand with bitumen(6 % by weight)

Per Rmt Per Cm depth.

7.00

11 2600 Providing Slab seal type of expansion jointcomplete as per drawing and TechanicalSpecification including accepting, testing asspecified,to be installed under supervision of aspecialist manufacturea) For 50mm movement Rmt 16076.00b) For 20mm movement Rmt 8858.00

209

Sr. No.

Reference to MORT&H




12 2600 Providing and fixing single strip modular typeexpansion joint material inclusive of germanimported edge beams and elastomeric strip sealalong with indigenous fabricated anchoragesystem for fixing the deck for movement of +/-35 mm (total 70 mm) as per MORT&Hspecification under supervision of specilisedmanufacturere.

Rmt 12542.00

13 2600 Providing and fixing 50 mm wide and 50 to 75mm average thick water tight expansion jointof visco elastic modified binder of selectedsize of course aggregate including heating theaggregate and modified binder in specialheating equipment cutting reinforcementcement concrete or asphalt wearing coat byhacksaw cutter breaking, removing, cleaning byhot compressed air, plugging frame in gapapplying modified binder, placing M.S. plate ofthickness 3mm with suitable ailing applyingmodified binder over M.S. plate spreading hotaggregates in suitable layers, applying modifiedbinder and compaction by plate vibrator andfinishing with modified binder etc. complete, Asdirected by Engineer in charge.

Rmt 15574.00

210

Sr. No.

Reference to MORT&H




1 1800 Providing and fixing in position to exact profileprestressing high tensile steel of specifiedultimate strength including bending cutting layingand providing strands all anch rage cable as perdetailed drawing including necessary plant andmachinery for prestressing etc. complete,

Rmt. -

2 1900 & 2700 Providing the railing of mild steel angle post ormild steel channel post ,mild steel flat ,nuts andbolt as per detailed drawing including scaffoldingand fixing complete(As per MORT&H drawingBD/1-88)

Rmt 2480.00

3 Providing and laying 22mm thick precast cement concrete chequrred tiles on footpathover 20mm thick bed of cement morter (1:3)including curing and cleaning complete as per thedrawing and technical specifications

Sq.Mt. 415.00

4 2705 Providing and fixing G. I. pipe drainage water-spouts complete as per drawing and technicalspecification (1m length) including M.S.grating260mm x 260mm

No. 948.00

5 803 Painting on kerbs in black and yellow alternatebands complete as per drawing and technicalspecifications

Sq.Mt. 74.00

6 1500 & 1700 Providing Fusion Bonded epoxy coating toreinforcing bars as per IS:3620-1993 specificationfor a thickness of 175+/- 50 microns includingtesting of coating at plant, extra cost for carefulhanding using PVC coating, binding wires insteadof G.I. Wires, touching up the material supliedrepair work etc. complete as per detailedspecification. (Lead 200 Km to and fro fromplant)etc. complete.

Tonne

a) Up to 20mm dia bar (including 20mm dia bar )

Tonne 11687.00

b) Above 20mm dia bar (excluding 20mm dia bar )

Tonne 11473.00


SUPERSTRUCTURE

Deleted

211

Sr. No.

Reference to MORT&H




1 2503 Providing and laying apron With trap /boulder etc. complete as per the drawings andtechnical specifications.

Cum. 740.00

2 2504 Providing pitching on slopes complete as perdrawing and technical specifications .

Cum.

A) with trap stone 643.00

B) with cement concrete blocks in M-15 3369.00

3 810 Providing and erecting “W” metal beamcrashbarrier comprising of 3 mm thick corrugatedsheet metal beam rail, 70cm aboveroad/ground level, fixed on ISMC serieschannel vertical post, 150 x 75 x 5 millimeterspaced 2m. centre to center, 1.8, metre high,1.1 metre below ground/ road level, all steelparts and fitments to be galvanised by hot dipprocess, all fittings to conform to IS : 1367 andIS : 1364, metal beam rail to be fixed on thevertical post with a spacer of channel section150 x 75 x 5mm, 330 mm long complete as perclause 810

Rmt 3583.00

Bridge WorkCHAPTER - 5

PROTECTIVE WORKS

212

Sr. No.

Reference to MORT&H




1 2809 Removal of existing cement concrete Sq.m. 331.00wearing coat manually on with the help of jackhammers including its disposal complete as perthe technical specifications without causing anydetrimental effects to any part of the bridgestructure

2 2807 a) Guniting the concrete surface with Sq.m. 1550.00

b) Guniting the concrete surface with Sq.m. 1313.00cement morter of average thickness 50mmappplied with compressor after cleaning thesurface with sand blasting without epoxyspray complete as per drawing and technicalspecifications including wire mesh of size100mm x 100mm of 3mm wire

3 2803 Sealing of cracks by injection process throughnipples complete as per drawing and technicalspecifications with

Kg.

a) Cement grout Kg. 64.00b) Epoxy grout Kg. 1279.00

4 2804 Applying the epoxy morter over leached Sq.m. 561.00honeycombed and spalled concrete surface andexposed steel reinforcement complete as perthe technical specifications .

5 2810 Providing external prestressing with hightensile steel wires, strands including supplyingall materials such as H.T.strands, HDEP pipes,bearing plates deviator plates anchorages etc.including drilling for the passage prestressingsteel all accessories for stressing operationsand grouting complete as per the drawing andtechnical specifications (For the repair works)

Tonne 268693.00

CHAPTER -6Bridge Work

REPAIR AND REHABILITATION

cement morter of average thickness 50mmappplied with compressor after cleaning thesurface with sand blasting and spraying epoxycomplete as per drawing and technicalspecifications including wire mesh of size100mm x 100mm of 3mm wire

213

TRANSPORTATION CHARGES

2010-11Lead Avrg Factor No.of Kms Qty. Cost Qty. Cost Cost of Hire Total 10% Gross Cost Lead

in Speed trips N= Done of of of of 6 charges Cost overhead Total per trip in kms km/Hr. (8/(F* Diesel Diesel Oil Oil Mazdoor of Truck chrges (14/4) kms

L S F (L/S))+1)) FNL+6 in Ltrs Rs. in Ltrs Rs. Rs . Rs. Rs. Rs. Rs. Rs. L1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

0.50 15 2 7.5 13.5 3.38 155 0.1 18.8 884.40 1500 2558.21 255.82 2814.03 375.2 0.501.00 16 2 7.11 20.22 5.06 232.1 0.14 26.32 884.40 1500 2642.77 264.28 2907.05 408.87 1.001.50 16.5 2 6.77 26.31 6.58 301.8 0.19 35.72 884.40 1500 2721.88 272.19 2994.07 442.26 1.502.00 17 2 6.48 31.92 7.98 366 0.23 43.24 884.40 1500 2793.60 279.36 3072.96 474.22 2.002.50 17.5 2 6.22 37.1 9.28 425.6 0.26 48.88 884.40 1500 2858.86 285.89 3144.75 505.59 2.503.00 17.5 2 5.96 41.76 10.44 478.8 0.3 56.4 884.40 1500 2919.58 291.96 3211.54 538.85 3.003.50 18 2 5.76 46.32 11.58 531.1 0.33 62.04 884.40 1500 2977.50 297.75 3275.25 568.62 3.504.00 18 2 5.54 50.32 12.58 576.9 0.36 67.68 884.40 1500 3029.00 302.9 3331.90 601.43 4.004.50 18.5 2 5.38 54.42 13.61 624.2 0.39 73.32 884.40 1500 3081.87 308.19 3390.06 630.12 4.505.00 18.5 2 5.19 57.9 14.48 664.1 0.41 77.08 884.40 1500 3125.53 312.55 3438.08 662.44 5.006.00 19 2 4.9 64.8 16.2 742.9 0.46 86.48 884.40 1500 3213.81 321.38 3535.19 721.47 6.007.00 19 2 4.61 70.54 17.64 809 0.5 94 884.40 1500 3287.37 328.74 3616.11 784.41 7.008.00 19.5 2 4.39 76.24 19.06 874.1 0.54 101.5 884.40 1500 3360.01 336 3696.01 841.92 8.009.00 19.5 2 4.16 80.88 20.22 927.3 0.58 109 884.40 1500 3420.73 342.07 3762.80 904.52 9.00

10.00 20 2 4 86 21.5 986 0.61 114.7 884.40 1500 3485.07 348.51 3833.58 958.4 10.0015.00 20 2 3.2 102 25.5 1169 0.82 154.2 884.40 1500 3707.99 370.8 4078.79 1274.62 15.0020.00 25 2 3.08 129.2 32.3 1481 0.92 173 884.40 1500 4038.64 403.86 4442.50 1442.37 20.0025.00 25 2 2.67 139.5 34.88 1600 1 188 884.40 1500 4172.00 417.2 4589.20 1718.8 25.0030.00 30 2 2.67 166.2 41.55 1905 1.05 197.4 884.40 1500 4487.28 448.73 4936.01 1848.69 30.0035.00 30 2 2.4 174 43.5 1995 1.24 233.1 884.40 1500 4612.43 461.24 5073.67 2114.03 35.0040.00 35 2 2.43 200.4 50.1 2298 1.29 242.5 884.40 1500 4924.51 492.45 5416.96 2229.2 40.0045.00 35 2 2.24 207.6 51.9 2380 1.33 250 884.40 1500 5014.57 501.46 5516.03 2462.52 45.0050.00 35 2 2.07 213 53.25 2442 1.36 255.7 884.40 1500 5082.13 508.21 5590.34 2700.64 50.0060.00 35 2 1.81 223.2 55.8 2559 1.41 265.1 884.40 1500 5208.47 520.85 5729.32 3165.37 60.0070.00 40 2 1.78 255.2 63.8 2926 1.45 272.6 884.40 1500 5582.87 558.29 6141.16 3450.09 70.0080.00 40 2 1.6 262 65.5 3004 1.49 280.1 884.40 1500 5668.35 566.84 6235.19 3896.99 80.00

214

Transportation charges over distance 0.05 to 200.00 kms. Including loading & unloading charges. STATEMENT 'C' FOR

90.00 40 2 1.45 267 66.75 3061 1.51 283.9 884.40 1500 5729.44 572.94 6302.38 4346.47 90.00100.00 40 2 1.33 272 68 3118 1.53 287.6 884.40 1500 5790.52 579.05 6369.57 4789.15 100.00125.00 40 2 1.1 281 70.25 3222 2.01 377.9 884.40 1500 5983.95 598.39 6582.34 5983.94 125.00150.00 40 2 0.94 288 72 3302 2.06 387.3 884.40 1500 6073.60 607.36 6680.96 7107.4 150.00175.00 40 2 0.82 293 73.25 3359 2.09 392.9 884.40 1500 6136.57 613.66 6750.23 8231.98 175.00200.00 40 2 0.73 298 74.5 3417 2.12 398.6 884.40 1500 6199.53 619.95 6819.48 9341.75 200.00

Note:-

5) Mazadoor for Loading/Unloading Rs.125.00/day.6) Hire charges of Trucks @ Rs.1500 / day

215

7) L.F. Pay load factor / Trip.

1) No. of trips in working of 8 hours "N= 8 ((F* (L/S))+1)) 2) Consumption of Diesel- Ltr. Pe4 kms. Of travel (Diesel Rate Rs. 45.86 /Ltr.) .3) In Col. 4 of "kms. Done" allowance of 6 kms. Is considered4) Cost of Mobile Oil Rs.188.00 Per Ltr.

TRANSPORTAION CHARGES

Task/trip 5.75cumt 5.75cumt 5.50cumt 4.70cumt 9.00M.T. 7.50M.T. 5.50 cumt 6.0cumt 3500No. 5000No. 110Sqm. 30 Rmt. 15 Rmt. 5 Rmt.Unit Per per cumt per cumt per cumt per cumt per M.T. per M.T. per cumt per cumt 1000No. 1000No. per sqm. Rmt Rmt Rmt

0.50 375.20 65.25 65.25 68.22 79.83 41.69 50.03 68.22 62.53 107.20 75.04 3.41 12.51 25.01 75.04

1.00 408.87 71.11 71.11 74.34 86.99 45.43 54.52 74.34 68.15 116.82 81.77 3.72 13.63 27.26 81.77

1.50 442.26 76.91 76.91 80.41 94.10 49.14 58.97 80.41 73.71 126.36 88.45 4.02 14.74 29.48 88.45

2.00 474.22 82.47 82.47 86.22 100.90 52.69 63.23 86.22 79.04 135.49 94.84 4.31 15.81 31.61 94.84

2.50 505.59 87.93 87.93 91.93 107.57 56.18 67.41 91.93 84.27 144.45 101.12 4.60 16.85 33.71 101.12

3.00 538.85 93.71 93.71 97.97 114.65 59.87 71.85 97.97 89.81 153.96 107.77 4.90 17.96 35.92 107.77

3.50 568.62 98.89 98.89 103.39 120.98 63.18 75.82 103.39 94.77 162.46 113.72 5.17 18.95 37.91 113.72

4.00 601.43 104.60 104.60 109.35 127.96 66.83 80.19 109.35 100.24 171.84 120.29 5.47 20.05 40.10 120.29

4.50 630.12 109.59 109.59 114.57 134.07 70.01 84.02 114.57 105.02 180.03 126.02 5.73 21.00 42.01 126.02

5.00 662.44 115.21 115.21 120.44 140.94 73.60 88.33 120.44 110.41 189.27 132.49 6.02 22.08 44.16 132.496.00 721.47 125.47 125.47 131.18 153.50 80.16 96.20 131.18 120.25 206.13 144.29 6.56 24.05 48.10 144.29

7.00 784.41 136.42 136.42 142.62 166.90 87.16 104.59 142.62 130.74 224.12 156.88 7.13 26.15 52.29 156.88

8.00 841.92 146.42 146.42 153.08 179.13 93.55 112.26 153.08 140.32 240.55 168.38 7.65 28.06 56.13 168.38

9.00 904.52 157.31 157.31 164.46 192.45 100.50 120.60 164.46 150.75 258.43 180.90 8.22 30.15 60.30 180.90

10.00 958.40 166.68 166.68 174.25 203.91 106.49 127.79 174.25 159.73 273.83 191.68 8.71 31.95 63.89 191.68

63.24 11.00 11.00 11.50 13.46 7.03 8.43 11.50 10.54 18.07 12.65 0.57 2.11 4.22 12.65

15.00 1274.62 221.67 221.67 231.75 271.20 141.62 169.95 231.75 212.44 364.18 254.92 11.59 42.49 84.97 254.92

33.55 5.83 5.83 6.10 7.14 3.73 4.47 6.10 5.59 9.59 6.71 0.31 1.12 2.24 6.71

20.00 1442.37 250.85 250.85 262.25 306.89 160.26 192.32 262.25 240.40 412.11 288.47 13.11 48.08 96.16 288.47

55.29 9.61 9.61 10.05 11.76 6.14 7.37 10.05 9.21 15.80 11.06 0.50 1.84 3.69 11.06

25.00 1718.80 298.92 298.92 312.51 365.70 190.98 229.17 312.51 286.47 491.09 343.76 15.63 57.29 114.59 343.76

25.98 4.52 4.52 4.72 5.53 2.89 3.46 4.72 4.33 7.42 5.20 0.24 0.87 1.73 5.20

30.00 1848.69 321.51 321.51 336.13 393.34 205.41 246.49 336.13 308.12 528.20 369.74 16.81 61.62 123.25 369.74

53.07 9.23 9.23 9.65 11.29 5.90 7.08 9.65 8.84 15.16 10.61 0.48 1.77 3.54 10.61

35.00 2114.03 367.66 367.66 384.37 449.79 234.89 281.87 384.37 352.34 604.01 422.81 19.22 70.47 140.94 422.81

23.03 4.01 4.01 4.19 4.90 2.56 3.07 4.19 3.84 6.58 4.61 0.21 0.77 1.54 4.61

40.00 2229.20 387.69 387.69 405.31 474.30 247.69 297.23 405.31 371.53 636.91 445.84 20.27 74.31 148.61 445.84

46.66 8.12 8.12 8.48 9.93 5.18 6.22 8.48 7.78 13.33 9.33 0.42 1.56 3.11 9.33

Roofing Tiles

216

Steel, cement,

RCC blocks

Bulk Bitumen

RubbleHand Broken metal

40mm and

Hot mix bituminous

material

Concrete Block and

Laterite Stone

Bricks

Statement 'C1' FOR 2010-2011

All types of

flooring

R.C.C. Hume Pipe For C.D. work

Statement C1 FOR 2010 2011

Lead in km

Cost per trip

Earth, murum,

bldg, debris lime

Sand, crushed Metal,

Stone Dust

45.00 2462.52 428.26 428.26 447.73 523.94 273.61 328.34 447.73 410.42 703.58 492.50 22.39 82.08 164.17 492.50

47.62 8.28 8.28 8.66 10.13 5.29 6.35 8.66 7.94 13.61 9.52 0.43 1.59 3.17 9.52

50 2700.64 469.68 469.68 491.03 574.60 300.07 360.09 491.03 450.11 771.61 540.13 24.55 90.02 180.04 540.13

46.47 8.08 8.08 8.45 9.89 5.16 6.20 8.45 7.75 13.28 9.29 0.42 1.55 3.10 9.29

60 3165.37 550.50 550.50 575.52 673.48 351.71 422.05 575.52 527.56 904.39 633.07 28.78 105.51 211.02 633.07

28.47 4.95 4.95 5.18 6.06 3.16 3.80 5.18 4.75 8.13 5.69 0.26 0.95 1.90 5.69

70 3450.09 600.02 600.02 627.29 734.06 383.34 460.01 627.29 575.02 985.74 690.02 31.36 115.00 230.01 690.02

44.69 7.77 7.77 8.13 9.51 4.97 5.96 8.13 7.45 12.77 8.94 0.41 1.49 2.98 8.94

80 3896.99 677.74 677.74 708.54 829.15 433.00 519.60 708.54 649.50 1113.43 779.40 35.43 129.90 259.80 779.40

44.95 7.82 7.82 8.17 9.56 4.99 5.99 8.17 7.49 12.84 8.99 0.41 1.50 3.00 8.99

90 4346.47 755.91 755.91 790.27 924.78 482.94 579.53 790.27 724.41 1241.85 869.29 39.51 144.88 289.76 869.29

44.27 7.70 7.70 8.05 9.42 4.92 5.90 8.05 7.38 12.65 8.85 0.40 1.48 2.95 8.85

100 4789.15 832.90 832.90 870.75 1018.97 532.13 638.55 870.75 798.19 1368.33 957.83 43.54 159.64 319.28 957.83

47.79 8.31 8.31 8.69 10.17 5.31 6.37 8.69 7.97 13.65 9.56 0.43 1.59 3.19 9.56

125 5983.94 1040.69 1040.69 1087.99 1273.18 664.88 797.86 1087.99 997.32 1709.70 1196.79 54.40 199.46 398.93 1196.79

44.94 7.82 7.82 8.17 9.56 4.99 5.99 8.17 7.49 12.84 8.99 0.41 1.50 3.00 8.99

150 7107.40 1236.07 1236.07 1292.25 1512.21 789.71 947.65 1292.25 1184.57 2030.69 1421.48 64.61 236.91 473.83 1421.48

44.98 7.82 7.82 8.18 9.57 5.00 6.00 8.18 7.50 12.85 9.00 0.41 1.50 3.00 9.00

175 8231.98 1431.65 1431.65 1496.72 1751.49 914.66 1097.60 1496.72 1372.00 2351.99 1646.40 74.84 274.40 548.80 1646.40

44.39 7.72 7.72 8.07 9.44 4.93 5.92 8.07 7.40 12.68 8.88 0.40 1.48 2.96 8.88200 9341.75 1624.65 1624.65 1698.50 1987.61 1037.97 1245.57 1698.50 1556.96 2669.07 1868.35 84.93 311.39 622.78 1868.35

217

Loading carriage

upto 50 m lead

Unloading carriage

upto 50 m lead

Stacking carriageupto

50 m lead

1Boulders, Rubble stones and metal of all the sizes Cu.m. 14.00 9.00 9.00

2Murum, Sand Gravel, stone dust, Earth and other loos materials. Cu.m. 8.00 5.00 5.00

3 Cement, Lime M.T. 28.00 23.00 11.00

4Mild Steel and H.Y.S.D. bars of all the diametres and structural steel. M.T. 30.00 25.00 18.00

5 Bricks 1000 Nos. 18.00 15.00 9.00

6 Shahabad Stones Sq.M. 1.00 1.00 1.00

7Manglore tile, Ridges, Hips, single Allahabad Tiles and Country Tiles.

1000 Nos. 11.00 8.00 8.00

8 R.C.C. pipes with collars M.T. 28.00 28.00 7.00

9 Timber Cu.m. 12.00 12.00 5.00

10 Flooring tiles 1000 Nos. 17.00 14.00 11.00

11 Asphalt pack tins M.T. 24.00 24.00 14.00

Sr.No. Unit 2009-2010 2010-20111 Cu.m. 14.50 16.00

2 Cu.m. 10.55 12.00

3 Cu.m. 17.45 19.00 101 metres to 200 metres

Transportation charges by Head load

Description of leads

0 metres to 50 metres (initial lead 50mt.)

51 meters to 100 metres

Statement 'C2'LOADING, UNLOADING & STACKING

Sr. No. Materials Unit

Rates for

218

Sr. No. Description Unit Rate Proposed for

2010-20111 2 3 41 A.C. Bend 100 mm No. 732 A.C. Bend 75 mm No. 603 A.C. Collar No. 444 A.C. Cowl Dome 100 mm dia No. 785 A.C. Cowl Dome 75 mm dia No. 666 A.C. Cowl Vent 100 mm dia No. 797 A.C. Cowl Ventilator 100 mm No. 628 A.C.Corrugated Sheet 6 mm thick Sq.M. 3079 A.C. Double 'Y' Junction 100 mm No. 93

10 A.C. Double 'Y' Junction 150 mm No. 11811 A.C. Double 'Y' Junction 75 mm No. 7212 A.C. pipe 100 mm diameter Rmt 77

13 A.C. pipe 150 mm diameter Rmt 10414 A.C. plain sheet 6 mm thick Sqm. 29715 A.C. plug bend 100 mm dia No. 9816 A.C. plug bend 150 mm dia No. 15817 A.C. plug bend 70 mm dia No. 8118 A.C. rain water pipe 100 mm dia M 9919 A.C. rain water pipe 150 mm dia M 12120 A.C. rain water pipe 75 mm dia M 8021 A.C. sheet 4.0 milimetre thick plain Sqm. 17522 A.C. sheet ridge Pair 22623 A.C. sheets (trafford) 6 mm thick Sqm. 24724 A.C. shoe 100 mm dia No. 5625 A.C. Shoe 75 mm dia. No. 4526 A.C. Shoe for 150 mm dia. No. 7127 Accoustic Board (60 x 60 cm) No. 7628 Acrylic Plain Sheet - 2 mm thick Sq.M. 73929 Acrylic Plain Sheet - 3 mm thick Sq.M. 85930 Acrylic Plain Sheet - 4 mm thick Sq.M. 124031 Acrylic Washable Distemper Per Litre 10632 Aldrop 300 x 16 mm chromium plated No. 14633 Aldrop 300 x 20 mm-Brass oxidised No. 42034 Aldrop Aluminium 300 x 16 mm No. 15335 Aldrop Iron Oxidised 300 mm long (20 mm dia) No. 10436 Alluminium Jali Sq.M. 142437 Aluminium Sections Kg. 24338 Aluminium Sheet 24 B w.g. Sqm. 40239 Aluminium Sliding door bolt No. 85

STATEMENT OF MATERIAL RATES FOR D.S.R.-2010-11

219


2010-201140 Aluminium Stay No. 7241 Aluminium Strips Kg. 24142 Anglo Indian Orissa - White No. 146543 Anglo Indian W.C.Pan - White No. 117044 Ball cock 12 mm dia. cromium plated No. 13745 Ballcock 15 mm dia with P.V.C. float No. 17146 Ballcock 25 mm dia with P.V.C. float No. 35447 Barbed Wire Kg 8148 Basin & foundation- Brass Chromium plated No. 45849 Bearing roller for glazed window shutter No. 6750 Bed washer Kg 6451 Bees wax Kg 6552 Bell mouth cover (100 mm) dia No. 6253 Bend 110 mm-PVC No. 17454 Bend 75 mm dia -plain-PVC No. 9655 Bend 75 mm-PVC No. 13256 Bend/plug (18 guage) G.I. No. 12157 Bib stop tap brass heavy 15 mm No. 16858 Bib stop tap brass heavy 25 mm No. 29059 Bib tap 12 mm brass medium No. 21560 Bib tap 12 mm cast iron No. 11361 Bid stop tap brass heavy 20 mm No. 23362 Binding wires Kg 7663 Bitumen (compound) Kg 6864 Bitumen fillers Kg 4665 Bitumen pad 25 mm thick Sqm. 126766 Bitumen washers Kg 6467 Bituminous felt Sqm. 8868 Black bakelite seat to European closet pan No. 7369 Black kadappa (hand cut) 25 mm thick Sqm. 34470 Black kadappa (Machine cut) 25 mm thick Sqm. 37571 Black kadappa 40 mm / 35 mm. Sqm. 36472 Black Kadappa stone 25 mm thick rough Sqm. 36773 Black Kadappa stone 50 mm thick rough Sqm. 40874 Black Kadappa stone polished 1.5 x 0.45 m size No. 28875 Black kadappa stone-Both sides polished Sqm. 48976 Blasting powder Kg 16277 Block Board 25 mm thick Sqm. 5278 Boiled Linseed oil Litre 11079 Boll Cock 40 mm dia and PVC float No. 93480 Boll Cock 50 mm dia and PVC float No. 139581 Box chamber with lock No. 339

220


2010-201182 Bracket chromium plated No. 8083 Brass nozzle pillar Tap 12 mm No. 23784 Brick bats Cum. 45985 Bricks (I class) No. 686 Bricks (II class) 1000 Nos. 311487 Bricks Aggregate (20 to 40 mm) Cum. 31388 Brush for lettering No. 6189 Brush for road marking 4" dia. No. 19590 Butt hinges 125 mm-Brass oxidised No. 8991 Butt hinges aluminium 100 mm No. 4692 Butt hinges aluminium 125 mm No. 5993 Butt hinges aluminium 90 mm No. 3994 Butt hinges iron oxidised 100 mm No. 2595 Butt hinges iron oxidised 125 mm No. 6296 Butt hinges iron oxidised 90 mm No. 2397 C.C. septic tank 0.90 m dia and 2.50 m long No. 903298 C.C. septic tank 1.20 m dia and 2.50 m long No. 1085699 C.I. bend 100 mm No. 238

100 C.I. brackets No. 67101 C.I. coller 100 mm dia No. 200102 C.I. coller 150 mm dia No. 451103 C.I. coller 75 mm dia No. 189104 C.I. cover 45 x 30 cm with frame No. 688105 C.I. cover with frame (gully trap) No. 247106 C.I. cow/vent 100 mm dia No. 466107 C.I. cow/vent 150 mm dia No. 177108 C.I. cow/vent 75 mm dia No. 111109 C.I. grating 100 mm dia. No. 63110 C.I. grating 75 mm dia. No. 56111 C.I. manhole cover (75 kg) No. 889112 C.I. manhole cover 32 kg No. 694113 C.I. Nahani trap 100 mm dia No. 304114 C.I. Nahani trap 75 to 80 mm dia No. 278115 C.I. pipe 100 mm dia M 956116 C.I. pipe 150 mm dia M 1688117 C.I. pipe 75 to 80 mm dia M 941118 C.I. plug bend 100 mm dia No. 299119 C.I. plug bend 150 mm dia No. 623120 C.I. shoe 75-100 mm dia (18 guage) No. 289121 C.I. Tee No. 447122 C.I. Trap Grating 15 x 10 cm No. 217123 C.I. 'Y' junction 100 mm dia No. 457

221


2010-2011124 C.I. 'Y' junction 150 mm dia No. 1488125 C.I. 'Y' junction 75 mm dia No. 428126 C.T.W. above 2.5 m length Cum. 58550127 C.T.W. batten 50 x 25 mm M. 79128 C.T.W. battern 50 x 12 mm M. 79129 C.T.W. bullies 100mm dia M. 97130 C.T.W. bullies 125mm dia M. 109131 C.T.W. bullies 150mm dia M. 114132 C.T.W. frame superior Cum. 68457133 C.T.W. girder (joist) Cu.M. 60879134 C.T.W. Particle board face laminated Sq.M. 797135 C.T.W. Plank 1 to 2 metre length Cu.M. 53759136 C.T.W. Plank 15 to 50 mm thick 10 - 15 cm/wide Cu.M. 62527137 C.T.W. Plank 20 mm thick 10 - 15 cm wide Cu.M. 62692138 C.T.W. Pulins/Planks in General Cum. 54493139 C.T.W. sash bars/T.W. glass beading Cu.M. 47440140 C.T.W.plank superior Cu.M. 71130141 Cast iron hinged cover with frame No. 293142 Cast iron shoe for 150 mm dia No. 318143 cast iron-Bend No. 40144 Cellular core flush door 35 mm thick Sqm. 913145 Cement- Coloured Kg 62146 Cement paint Kg 73147 Centering oil Litre 55148 Ceramic tiles marble finish 200 x 200 mm Sqm. 777149 Ceramic tiles marble finish 300 x 300 mm Sqm. 777150 Ceramic tiles Plain Coloured 200 x 100 mm Sqm. 742151 Ceramic tiles Plain Coloured 200 x 200 mm Sqm. 759152 chain 12 mm dia-G.I. M 44153 chain 28 mm dia-G.I. M 51154 Charcoal Kg 24155 Chequrred cement tile Sqm. 301156 Chicken proof jali mesh Sqm. 297157 clamp 100 to 150 mm pipe-G.I. No. 46158 clamp for 40 to 80 mm dia pipe-G.I. No. 48159 Clamp for G.I. pipe No. 9160 Clamps-PVC No. 28161 Coal tar Kg 42162 Collapsible gate complete with accessories Sqm. 2646163 Collers-PVC No. 88164 Colour powder (yellow earth) Kg 17165 Colours powder bag / 50 kgs. No. 1293

222


2010-2011166 Connector for W.C.-PVC No. 406167 Corner stones 38 x 20 x 30 cm No. 47168 Corner/quions 30 x 20 x 30 cm No. 58169 Coupling cast iron 80 mm No. 139170 Coupling cast iron 100 mm No. 157171 Cow Dung Kg 24172 Cowl \-dome- 110 mm outer diemater-P.V.C. No. 61173 Cowl dome - 100 mm. Dia-A.C. No. 85174 Crimped wire mesh Sqm. 128175 D.D.V.P. 100% emulsion concentration Litre 154176 Detonator No. 42177 Double acting spring hinges-Brass No. 402178 Dungry cloth 42" wide Mtr. 39179 Engraver for lettering skilled Sqm. 329180 Epoxy coal tar for 1st coat/2nd coat Litre 343181 F.R.P. Door Shutter 30mm thick Sq ft 350182 F.R.P. Door Shutter Frame 35mm thick Rmt. 840183 Face veneer board 20 mm thick Sqm. 428184 Ferrule for C.I. pipe 100 mm No. 376185 Fevicol Kg 179186 Fire bricks No. 20187 Fire wood Quintal 382188 Flooring Roll 1 mm thick, 2m. Wide.-PVC M 399189 Flush tank 10 litre capacity-Low level glazed No. 952190 Flush tank Automatic for Urinal 10 Litre No. 1225191 Flushing cistern 5 litre capacity No. 667192 Flushing cistern -Coloured H.D.P. - conforming to I.S. - 7231/1994 No. 1311193 Flushing cistern -White H.D.P. conforming to I.S.-7231/1994 No. 1048194 Flushing tank for W.C.-Enamelled No. 933195 Flushing Tank-PVC No. 887196 Fly proof G.I. wire mesh Sqm. 125197 Foot rest chequerred 25 x 10 cm Pair 113198 Formica Lamination Sheet Sqm. 654199 Fountain jet-Brass Chromium plated No. 117200 French Polish Litre 108201 Fuse No. 15202 G.C.I. sheets (corrugated) 22BwG MT 48828203 Gasket Rmt 12204 Gasket-PVC M. 22205 Glass 3 mm thick Sqm. 292206 Glass 4 mm thick Sqm. 323207 Glass 5 mm thick Sqm. 353

223


2010-2011208 Glazed tiles 15 x 15 cm- Colour Dozen 185209 Glazed tiles 20 x 10 cm-Colour No. 28210 Gravel at Nalla Bed Cum. 130211 Gully trap cover with frame No. 109212 Gun metal stop cock crutch wheel 20 mm No. 198213 Gun metal stop cock crutch wheel 25 mm No. 233214 Gun metal stop cock crutch wheel 32 mm No. 231215 Gun metal stop cocks crutch 15 mm cl. wheel No. 195216 Gun metal stop tap & crutch wheel 20 mm No. 212217 Gun metal stop tap & crutch wheel 25 mm No. 254218 Half round chromium ware pipe 100 mm M 385219 Half round earthenware pipe 100 mm M 476220 Half turn flush cock 25 mm dia No. 48221 Hand Rail-PVC M. 47222 Handle 125 mm Chromium plated No. 49223 Handle aluminium 125 mm No. 47224 Handle for steel windows 150 mm No. 42225 Handle iron oxidised 100 mm No. 26226 Handle iron oxidised 125 mm No. 33227 Handle iron oxidised 150 mm No. 40228 Handle-ornamental-Brass No. 241229 Handles 100 mm -Brass oxidised No. 92230 Hard Board 6 mm thick Sqm. 158231 Hard murum Cum. 70232 Hemp rope Kg 94233 Heritage grains plasters Sqm. 506234 Hinges 125 mm (Chromium plated) No. 91235 Hinges 125 mm-Brass oxidised No. 92236 Hinges 75 mm-Iron No. 18237 Hinges iron chromium plated 100 mm No. 40238 Hinges iron oxidised 225 mm No. 111239 Hinges-strap-Iron oxidised No. 40240 Hold fast 300 x 40 x 5 mm-Iron No. 32241 Holdfast strong for steel gate-Iron No. 105242 Hollow blocks CC'0.1 x 0.2 x 0.4 M No. 19243 Hollow blocks CC'0.2 x 0.2 x 0.4 M No. 28244 Hook and eye aluminium 75 mm No. 39245 Hook and eye chromium plated No. 50246 Hook and eye iron oxidised 75 mm No. 14247 Hook and eyes 225 mm iron oxidised No. 22248 Hooks "J" 6 mm dia-G.I. No. 14249 Hooks and eyes 200 mm-Brass oxidised No. 63

224


2010-2011250 Housing box to Rolling shutter Sqm. 1781251 Hume pipe septic tank 0.9 m dia (2.5 m) No. 7741252 IRC fabric 150 x 150 mm and 10 guage Sqm. 73253 IRC fabric 75 x 75 mm and 10 guage Sqm. 52254 J.W. Ballies M 46255 J.W. planks & in general Cum. 23296256 Junction plug 110 mm dia.-PVC No. 316257 Khandkies No. 35258 Kota stone (hand cut) 25 mm thick Sqm. 677259 Kota stone (machine cut) 25 mm thick Sqm. 634260 Kota stone 25 to 30mm thick 55 x 55cm wide-Polished Sq.M. 540261 Kota stone step (polished) Sqm. 522262 Laminate board 20 mm thick (10-15 cm wide) Sqm. 551263 Latch 250 mm long iron oxidised No. 150264 Lead paint-White Cum 231265 Lead pipe 32 mm dia Cum. 219266 Lead pipe 40 mm dia Kg. 266267 Lead pipe plate M 136268 Lime (un-slaked) M 15269 Lime filler for bituminous works Kg 15270 Lime powder Kg 19271 Lime slaked (fine lime) Kg 56272 Linseed oil double boiled Kg 101273 Locking arrangement sliding shutter Kg 57274 Makrana Marble Slab 25 mm-White sq.m. 2110275 Mangalore glass tile No. 429276 Mangalore pattern cowl vent Sq.M. 97277 Mangalore ridge / hip tiles No. 34278 Mangalore tiles class A'A No. 20279 Marble chips Kg. 26280 Marble colour powder Kg. 20281 Marble mosaic chequred tiles Kg 303282 Marble mosaic tiles (gray cement base) Kg 321283 Marble mosaic tiles (white cement base) Sqm. 318284 Marble name plate Sqm. 4657285 Marble powder Sqm. 14286 Mechanical gearbox to rolling shutter Sqm. 615287 Mirror 40 x 50 C.M. No. 572288 Mohagani Seat With Lid No. 248289 Mortice Lock Superior No. 561290 Mosaic tiles (white cement)-Colour No. 341291 Mosquito Proof Coupling No. 42

225


2010-2011292 Mosquito Proof Jali 26 gauge Sqm. 240293 Mosquito Proof Nylon Net No. 101294 Murum cum 50295 Neel kg 165296 Neeru kg 19297 Netlon PVC Mosquito Proof Jali Sqm. 292298 Netlon PVC Sponge liner Male & Femle Rmt 101299 Nipple For Fastening Detonator No. 19300 Noble Dynamite Kg. 114301 Non Return Valve 15 mm No. 224302 Non Return Valve 20 mm Water metre No. 386303 Non Return Valve 25 mm Water metre No. 539304 Non Teak/Jungle Wood (normal) Cum. 23955305 Nut 12 mm dia.-Steel No. 14306 Nut 16 mm dia.-Steel No. 18307 Nut and bolts-G.I. Kg 105308 Nut Bolt 16 mm Dia/nails No. 14309 Nuts and Bolts 16 mm Dia. Kg 97310 Nylon Rope Kg 187311 Obscured Glass 3 mm Thick Sqm. 294312 Oil Bound Distemper Kg. 110313 Oil Paint Litre 230314 Oil Paint 100ml pack Tin-White No. 51315 Oil Paint.-Zinc Based Litre 311316 Paint - Coloured-Acrylic Litre 356317 Paint - White-Acrylic Litre 394318 Paint / flat paint-Enamelled Litre 219319 Paint-Aluminium Per Litre 264320 Paint-Road marking Per Litre 315321 paint-White Zink Litre 139322 Partical Board 12 mm Thick Sqm. 463323 Pedestal (urinal Pan) colour glazed No. 1542324 Pedestal (urinal Pan) White glazed No. 1162325 Pedestal for Wash Basin No. 1048326 Phenol formaldehyde synthetic resin Kg. 362327 Piller Tap 12 mm dia Chromium plated No. 244328 Pin Header Standard Size No. 57329 pipe 100 mm dia heavy type-G.I. Rmt. 704330 pipe 100 mm dia medium-G.I. Rmt 667331 Pipe 100 mmdia.-PVC Rainwater Rmt. 242332 Pipe 15 mm dia heavy type-G.I. M 127333 pipe 15 mm dia medium type-G.I. M 110

226


2010-2011334 Pipe 15 mm dia.-PVC M 41335 pipe 20 mm dia heavy type-G.I. M 127336 pipe 20 mm dia medium type-G.I. M 124337 Pipe 20 mm dia.-PVC M. 48338 pipe 25 mm dia heavy type-G.I. M 165339 pipe 25 mm dia medium type-G.I. M 173340 Pipe 25 mm dia.-PVC M. 72341 pipe 32 mm dia heavy type-G.I. M 205342 pipe 32 mm dia medium type-G.I. M 211343 Pipe 32 mm dia.-PVC M. 92344 pipe 40 mm dia heavy type-G.I. M 243345 pipe 40 mm dia medium type-G.I. M 216346 Pipe 40 mm dia.-PVC M. 98347 pipe 50 mm dia heavy typeG.I. M 290348 pipe 50 mm dia medium type-G.I. M 259349 Pipe 60 mm dia.-PVC M. 107350 pipe 65 mm dia heavy type-G.I. M 360351 pipe 65 mm dia medium type-G.I. M 347352 Pipe 75 mm dia-PVC Rainwater M. 296353 pipe 80 mm dia heavy type-G.I. M 509354 pipe 80 mm dia medium type-G.I. M 448355 Pipe for roof 20 mm dia.-Steel M 121356 Pipe for roof 25 mm dia.-Steel M 162357 Pipe for roof 40 mm dia.-Steel M 224358 Pipe for roof 50 mm dia.-Steel M. 311359 Pipe for roof 65 mm dia.-Steel M. 417360 Pipe for roof 75 mm dia.-Steel M. 617361 Plain G.I. Sheet 24 B.W.G. Sqm. 385362 Plaster of Paris Board 45 x 45 cm. No. 56363 Plastic Cover Block No. 7364 Plastic Emulsion Paint Kg 354365 Plug bend - 3"-P.V.C. No. 133366 Plug bend - 4"-P.V.C. No. 160367 plug bend (18 guage) for 75 to 100 mm dia pipe-G.I. No. 152368 Ply veener 4 mm thick-Decorative Sqm. 421369 Ply Wood 12 mm thick Sqm. 816370 Ply Wood 6 mm thick Sqm. 419371 Ply Wood 9 mm thick Sqm. 501372 Polymer based for Ist coat for water proof external coating

Polysafe-EC (patent No. 571)Litre 607

373 Polymer based for IInd coat for Water proof external coating - Polysafe EC (Patent No. 571)

Litre 629

227


2010-2011374 Polymer based for PRIMER for water proof external coating

Polysafe-EC (patent No. 571)Litre 579

375 Polysafe plastone for Polymar Mortar and application - Patent No. 568

Litre 505

376 Polythene sheet-Expanded Sqm. 207377 Primer for Plaster Surface Litre 111378 Push button tap of gun metal 15 to 25 mm No. 111379 Putty for Cement Plaster Kg. 61380 PVC Door shutter 35 mm thick 7' x 3' size No. 2638381 PVC Flushing tank automatic 5 litre for urinal No. 592382 PVC flushing tank for W.C. 10 Litres. No. 1101383 Quarry Spouls (trap Rubble) Cum. 130384 R.C.C. cover for gully trap 23 x 30 cm No. 79385 R.C.C. cover for inspection chamber 60 x 45 cm No. 223386 R.C.C. cover for inspection chamber 90 x 45 cm No. 274387 R.C.C. Jali 100mm thick Sqm. 734388 R.C.C. Jali 50 mm thick Sqm. 438389 R.C.C. Jali 80mm thick Sqm. 529390 R.C.C. Pipe 100 mm dia. Sqm. 218391 R.C.C. Pipe 150 mm dia. Sqm. 265392 R.C.C. Pipe 225 mm dia. Sqm. 328393 R.C.C. Pipe 300 mm dia. Sqm. 472394 Red Oxide paint Litre 128395 Red Powder (Geru) Kg. 20396 Red Tape Saftey Fuse Rmt 33397 Reflective Sheet High intensity grade Sqm. 9670398 Retoreflective Sheet Engineering grade SQM. 7825399 Ridge Cap (plain G. I.) M.T. 45656400 Rubber Adhesive Kg. 283401 Rubber Gasket Rmt 21402 Rubber Insertion Kg 64403 Rubber Lining Rmt 21404 Rubber ring No. 31405 Rustonil - Rust remover cum phosphating agent Litre 488406 Rustonil - Rust Remover cum-phosphating Patent No.569 Litre 425407 Salt Glazed Stoneware gully Trap No. 86408 Sand (screened) Cum 950409 Sand (unscreened) Cum. 800410 Saras Kg. 94411 Scraping sand paper Dozen 51412 screw (25 mm)-Iron Dozen 48413 screw (couch) 50 mm-G.I. Dozen 156

228


2010-2011414 screw 100 mm-G.I. Dozen 260415 screw 125 mm-G.I. Dozen 451416 screw bolts-G.I. No. 6417 Screws 75 mm-G.I. Dozen 84418 Screws-Aluminium Dozen 15419 Screws-Brass Dozen 459420 Seal Cement paint Kg. 86421 Sewer Trap No. 274422 Shahabad 25 to 30 mm thick-Rough Sqm. 173423 Shahabad 40 to 50 mm thick-Rough Sqm. 191424 Shahabnad 20 mm thick-Rough Sqm. 152425 Shahbad 25-30 mm thick-Polished Sqm. 307426 Shahbad for steps (25 mm) thick-Polished Sqm. 339427 Shahbad machine cut 25 mm thick-Polished Sqm. 394428 Shahbad stone 55 x 55 cm wide-Polished Sqm. 363429 sheets plain 22 guage (1.2 x 1.8 m)-G.I. No. 695430 Shoe-PVC No. 105431 Shower (bath) (telephonic type) No. 429432 Shower Rose chromium Plated Brass 10 cm No. 179433 sink 0.6 x 0.2 x 0.45 M-White glazed earthen ware No. 981434 Sink White glazed 45 x 20 x 30 cm. No. 1058435 Sliding Door Bolt (Tadi) No. 46436 Sliding door bolt 300 mm-Brass oxidised No. 308437 Sliding door bolt-Brass oxidised No. 199438 Sliding Door Bolts Chromium Plated No. 45439 Slotted cowl/vent-75 mm dia -PVC No. 51440 Socket 32 mm dia.-PVC No. 19441 socket 40 mm / rivets 12 mm-G.I. No. 30442 Socket Brass for 32 mm Tap No. 41443 Socket Brass for 40 mm Tap No. 47444 Socket Brass for 50 mm Tap No. 65445 Socket Brass for 65 mm Tap No. 75446 Socket for 100 mm Tap No. 109447 Socket for 15 mm Tap No. 33448 Socket for 20 mm Tap No. 37449 Socket for 25 mm Tap No. 43450 Socket for 32 mm Tap No. 47451 Socket for 40 mm Tap No. 61452 Socket for 50 mm Tap No. 79453 Socket for 65 mm Tap No. 95454 Socket for 80 mm Tap No. 109455 Socket for G.I. Pipe 150 mm Dia. No. 112

229


2010-2011456 Soil pipe 110 mm dia.-PVC Rmt 266457 Solid core shutter (commercial 35 mm) thick Sqm. 1273458 Solid core shutter 35mm with TW veneeer on both side Sqm. 1890459 Solvent Cement Litre 75460 Sprit for wood polishing Litre 74461 Spun Yarn Kg. 106462 square mesh - 16 guage 3 feet wide-G.I. M. 228463 Standard butt Hing Brass Oxidised 100 mm No. 73464 Standard strap Hing Iron oxidised 200 mm No. 31465 Steel Primer Litre 114466 Steel Sink - 40 x 30 cm. No. 2718467 Steel Sink - 60 x 45 cm. No. 3305468 Stone Dust Cum. 200469 Stone Ware Pipe 100 mm dia. Rmt. 113470 Stone Ware Pipe 150 mm dia. Rmt. 157471 Stone Ware Pipe 225 mm dia. Rmt. 241472 Stop Tap Brass with C Wheel 15 mm No. 182473 Stopper For Steel Window No. 43474 Strainer 15 mm No. 61475 Strainer 20 mm No. 117476 Strainer 25 mm No. 197477 Strainer for 10 mm No. 255478 Strainer for 40 mm No. 410479 Strainer for 50 mm No. 495480 Strainer for 80 mm No. 1438481 Strong Iron bolts 100 mm dia. Kg. 58482 SWG Pipe half round 100 mm dia. Rmt. 85483 Synthetic Paint (Enamel) Litre 257484 Synthetic Polymer based for 1st coat polysafe E.C.(P.No.567) Litre 623485 Synthetic Polymer based for 2nd coat polysafe E.C.(P.No.567) Litre 809486 Synthetic Polymer based primer polysafe E.C.(P.No.567) Litre 730487 Solvent Litre 173488 Tandur (hand cut) 25 mm thick Sqm. 263489 Tandur 25 mm thick (machine cut) Sqm. 293490 Tandur 40 mm thick-Polished Sqm. 374491 Tandur Polish For Steps Sqm. 328492 Tandur stone 25 mm thick and 55 x 55 cm wide-Polished Sqm. 416493 Tar Felt Sqm. 80494 Tar Paper 3 mm Thick Sqm. 50495 Tarat (gunny cloth) Sqm. 33496 Thermoplastic paint white Litre 420497 Thermoplastic paint Yellow Litre 411

230


2010-2011498 Thimble socket 32 mm-Brass Pair 240499 Thinner Litre 90500 Throughstone No. 54501 Tile 20 x 10 cm-White glazed No. 20502 Tiles 15 x 15 cm-White Glazed No. 184503 Towel Rod with Clamps 16 mm dia. No. 104504 Tower Bolt 150 mm Iron Oxidised No. 111505 Tower bolt 150 mm-Brass oxidised No. 210506 Tower bolt 250 mm-Brass oxidised No. 220507 Tower Bolt Aluminium 150 mm No. 117508 Tower Bolt Aluminium 200 mm No. 150509 Tower Bolt Aluminium 250 mm No. 182510 Tower Bolt Aluminium 300 mm No. 178511 Tower Bolt Aluminium 75 mm No. 41512 Tower Bolt Iron Oxidised 200 mm No. 62513 Tower Bolt Iron Oxidised 250 mm No. 72514 Tower Bolt Iron Oxidised 300 mm No. 69515 Tower Bolts 200 mm chromium plated No. 94516 Tower bolts 200 mm-Brass oxidised No. 97517 Tower Bolts 250 mm chromium plated No. 118518 Tower Bolts 300 mm chromium plated No. 155519 Tower bolts 300 mm-Brass oxidised No. 134520 Transferent Corrugated Sheets Fibre Sqm. 613521 Transparent glass 5 mm thick Sqm. 407522 Trap grating 15 x 10 cm.-PVC No. 245523 Trap Header (17 x 22 x 60 to 75cm) No. 54524 Trap Header ordinary No. 53525 Trap metal 12 mm/10mm (crushed) Cu.M. 450526 Trap metal 20 mm (crushed) Cu.M. 430527 Trap metal 25 mm (crushed) Cu.M. 430528 Trap metal 40 mm (blasted) H.B. Cu.M. 340529 Trap metal 40 mm (crushed) Cu.M. 419530 Trap metal 40 mm unblasted (Boulder) Cu.M. 280531 Trap metal 50 mm hand broken Cu.M. 320532 Trap metal 50 mm unblasted (Boulder) Cu.M. 275533 Trap metal 6 mm crushed Cu.M. 330534 Trap metal 60 mm hand broken Cu.M. 315535 Trap metal 60 mm unblasted (Boulder) Cu.M. 260536 Trap metal 80 mm hand broken Cu.M. 310537 Trap metal 80 mm unblasted (Boulder) Cu.M. 250538 Trap Rubble (unblasted for metal) Cu.M. 180539 Trap Rubble 15-23 cm @ Quarry (metal) Cu.M. 290

231


2010-2011540 Trap Rubble 15-23 cm @ Quarry for (masonary) Cu.M. 300541 Trensferent Corrugated Sheets P.V.C. Sqm 484542 Turpentine Litre 59543 Union 25 mm dia-G.I. No. 81544 Urinal Colour glazed full stall type No. 4040545 Urinal -Flat Back No. 757546 Urinal Lipped type No. 633547 Urinal semi stall No. 1596548 Urinal-White Glaged full Stall No. 2237549 Varnish Litre 172550 Venner 4 mm thick m2 435551 Vent-PVC No. 64552 W.C. pan-Colour glazed European type No. 1313553 W.C. Pan-European type glazed No. 913554 W.C. pan-W.G.L. European type coupled closet No. 5321555 W.C.580 mm white glazed Ist Class (Orissa) No. 1668556 W.C.Pan (White)-Europian type No. 1054557 W.C.pan 580 mm I Class with Trap (Indian) No. 746558 W.C.pan colour glazed 23" (Indian) No. 723559 W.C.pan colour glazed 23" (Orissa) No. 1521560 wash basin 0.45 x 0.3 x 0.2-White Glazed No. 899561 Wash basin 63 x 45 cm-Colour glazed No. 1406562 wash basin 63 x 45 cm-White Glaged No. 1386563 Wash Basin Colour glazed 45 x 30 cm No. 1007564 Wash Basin Colour glazed 56 x 38 cm No. 1717565 Wash Basin White glazed 55 x 40 cm No. 1159566 Wash hand basin 55 x 40 cm.-Colour No. 1147567 Washable Distemper (powder) Kg. 52568 washer 12 to 16 mm-Iron No. 4569 Water Meter 100 mm Non return valve No. 7118570 Water Meter 15 mm (non return valve) No. 874571 Water Meter 20 mm (Non return valve) No. 1179572 Water Meter 25 mm (Non return valve) No. 1489573 Water Meter 40 mm Non return valve No. 5666574 Water Meter 50 mm Non return valve No. 5739575 Water Meter 80 mm Non return valve No. 5877576 Water Meter Box with Lock 15 mm No. 287577 Water Meter Box with Lock 20 mm No. 339578 Water Meter Box with lock above 25 mm No. 382579 Water proofing Compound Kg. 46580 water tank 1 piece mould PVC Litre 11581 Water tank PVC / fibre 1 piece mould Litre 15

232


2010-2011582 Wax For Wood Polishing Kg. 186583 Welded Mesh 25 x 25 x 2.54 mm Sq.M. 273584 Welded Mesh 50 x 25 x 5 mm Sq.M. 229585 Welded Mesh 50 x 50 x 2.54 mm Sq.M. 189586 Welded Mesh 75 x 75 x 2.54 mm Sq.M. 187587 wheel stop tap 32 mm dia-Brass No. 387588 wheel stop tap 40 mm dia-Brass No. 507589 wheel stop tap 50 mm dia-Brass No. 635590 wheel stop tap 65 mm dia-Brass No. 428591 Wheel stop tap 80 mm dia-Brass No. 534592 Wheel Stop Tap of Brass 15 mm No. 162593 Wheel Stop Tap of Brass 20 mm No. 201594 Wheel Stop Tap of Brass 25 mm No. 261595 White Cement Tonne. 22000596 Wire Glass 6 mm thick Sqm. 847597 Wood Primer Litre 143598 Wooden Peg No. 11599 X.P.M. 12 mm x 18 gauge No. 105

PVC Door frames and window frames600 BLR - 53 - 53 mm x 60 mm Sqm 156601 FLRLI - 40 mm x 57 mm Sqm. 379602 DWUF 405 - 40 mm x 48 mm Rmt. 273603 DWUF 412 - 38 mm x 32 mm Rmt. 193604 DWUF 414 - 40 mm x 48 mm Rmt. 326605 DWUF 415 - 50 mm x 60 mm Rmt. 346

PVC Doors/Windows Shutter Frames606 DWUF - 406 - 40 mm x 63.50mm For Vertical Central Part 'T'

SectorRmt. 215

607 DWUF - 302 - 24 mm x 59 mm For Frame Styles Rmt 140608 DWUF - 305 - 26 mm x 47 mm For Frame Styles Rmt 145609 DWUF - 306 - 33 mm x 47 mm For Frame Styles Rmt 185610 DWUF - 312 - 24 mm x 100 mm (Lock Rail) Rmt 240611 DWUF - 312 - 26 mm x 94 mm (Lock Rail) Rmt. 264612 DWUF - 312 - 33 mm x 94 mm (Lock Rail) Rmt 295

PVC - Infill Panels613 SPUF - 101 - 20 mm x 200 mm (Panels) Rmt 76614 SPUF - 105 - 12 mm x 150 mm (Panels) Rmt 180

PVC - Beeding for Window Shutters615 GL 06 - 6mm x 19.50 mm - Beeding Rmt 50616 GL 19 - 19.00 mm x 19.50 mm - Beeding Rmt 76617 GL 31- 23 mm x 30 mm - Beeding Kg. 72

233


2010-2011618 AL 15 - 23 mm x 15 mm - Beeding Rft 110619 EDFM - Rubber Gasket - Gasket Rmt 69620 Fly ash confirming to IS:3812 (Part II & I) at HMP Plant/Batching

Plant/crushing plantCum. 206

621 Fltmmedia/Filter Material as per Table 300-3 (MoRT&H Specification)

Cum. 232

622 Acrylic polymer bounding coat liter 350623 Bearing (Cost of Parts) No. 45624 Bearing (Cast steel rocker bearing assembly of 250 tonne) No. 86772

625 Bearing (Elastomeric bearing assembly consisting of 7 internal layers of easterner bounded to 6 nos.internal reinforcing

No 18721

626 bearing (Forged steel roller bearing of 25 tonne) No. 132894627 Bearing (Pot type bearing assembly consisting of a metal piston

supported by a disc, PTFE pads providing sliding surfaces No 34508

628 Bearing (PTFE sliding plate bearing assembly of 80 tonnes) No. 35285

629 Bearing (supply of sliding plate bearing of 80 tonnes) No. 34958630 Bentonite kg 28631 Curing compound liter 144632 Delineators from ISI certified firm as per the standard drawing

given in IRC-79each 831

633 Earth cost or compensation for earth taken from private land cum 62

634 Elstomeric slab seal expansion joint assembly manufactured by using chlorprene i.e eastomer for elastomerric slab unit conferring to clause 915.1 of IRC:83 (PartII)

metre 13691

635 Epoxy compound with accessories for preparing epoxy morter 100 nos 644

636 Epoxy morter kg 602637 Epoxy Primer kg 605638 Epoxy resin-hardner mix for prime coat kg 619639 Modular strips/box seal expansion joint including anchorage

catering to a horizontal movement beyound 70mm and uptometre 1352

640 Modular strips/box seal expansion joint catering to a horizontal movement beyound 140mm and upto 210mm box/box seal

metre 1618

641 Paving Fabric sqm 142642 Premould joint filler 25mm thick for expansion joint sqm 1037643 Reflectorising glass beads kg 1334644 Precoated stone chips of 13.2 mm nominal size cum 416645 Strip seal expansion joint metre 11140646 Coarse graded Granular sub-base Materials 2.36 mm cum 420

234


2010-2011647 Coarse graded Granular sub-base Materials 2.36 mm & beloe cum 420

648 Coarse graded Granular sub-base Materials 4.75 mm to 75 micron mm

cum 420

649 Coarse graded Granular sub-base Materials 4.75 mm to 2.36 mm cum 430





654 Coarse graded Granular sub-base Materials 53 mm to 26.5 mm cum 430655 Coarse graded Granular sub-base Materials 53 mm to 9.5 mm cum 430656 Aggregate 22.4 mm to 2.36 mm cum 430657 Aggregates 22.4 mm to 5.6 mm cum 419658 Aggregates 45 mm to 2.8 mm cum 419659 Aggregates 45 mm to 22.4 mm cum 419660 Aggregates 53 mm to 2.8 mm cum 419661 Aggregates 53 mm to 22.4 mm cum 419662 Aggregates 63 mm to 2.8 mm cum 419663 Aggregates 63 mm to 45 mm cum 419664 Aggregates 90 mm to 45 mm cum 419665 Aggregates 10 mm to 5 mm cum 430666 Aggregates 11.2 mm to 0.09 mm cum 430667 Aggregates 13.2 mm to 0.09 mm cum 430668 Aggregates 13.2 mm to 5.6 mm cum 430669 Aggregates 13.2 mm to 10 mm cum 430670 Aggregates 20 mm to 10 mm cum 419671 Aggregates 25 mm to 10 mm cum 419672 Aggregates 19 mm to 6 mm cum 419673 Aggregates 37.5 mm to 19 mm cum 430674 Aggregates 37.5 mm to 25 mm cum 430675 Aggregates 6 mm nominal size cum 430676 Aggregates 10 mm nominal size cum 430677 Aggregates 13.2/12.5 mm nominal size cum 430678 Aggregates 20 mm nominal size cum 430679 Aggregates 25 mm nominal size cum 430680 Aggregates 40 mm nominal size cum 430

235

DIVISION - Thane (P.W. Division, Thane. CIRCLE : THANE (P.W.) CIRCLE, THANE.

Zone - I Zone - II Zone - III(Corporation

Limit)(A&B Grade Municipal Council)

(Other than I & II)

A) HIGHLY SKILLED 228.00 248.00 240.00 233.001 Black smith with tools, 1st class2 Carpenter second class skilled3 Carpenter first class, skilled4 Engraver for lettering skilled5 Fitter first class with tools, skilled6 Head Fitter with tools, skilled7 Laboratory Assistant8 Maistry Skilled / Supervisor9 Mason first class skilled

10 Painter first class, skilled11 Plumber with tools, skilled12 Supervisor13 Traffic enumeratorB) SKILLED 224.00 244.00 236.00 229.0014 Asphalt Sprayer Skilled15 Assistant plumber, skilled16 Barbender Skilled17 Beldar Skilled18 Blacksmith with tools second class

19 Boreman skilled20 Electrician21 Fitter second class with tools, skilled

22 Foreman, skilled23 Glazer with tools, skilled24 Jack Hammer operator25 Khalashi / Diver26 Lorry driver / mixer operator27 Mason second class skilled28 Mechanic29 Nozzleman for Guniting work30 Painter second class, skilled31 Polishman 1st class for furniture work32 Plumber with tools 2nd class33 Skilled Labour34 Vibrator Operator (skilled)35 Welder/driller, skilled36 WatchmanC) SEMI SKILLED 220.00 240.00 232.00 225.0037 Bandhani Semiskilled38 Bhisti (mixing/curing) semi-skilled39 Breaker Semiskilled40 Chiseller, semiskilled41 Compressor operator42 Hole driller, semiskilled43 Minor or blaster semiskilled44 Mason third class45 Mali

LABOUR RATES (Per day) FOR THANE DSR 2010-2011(Rates as per minimum Wages Act - 1948 (effective from 01.07.2010)

Sr. No.

Description of Labours Rates for 2009-2010

Rates proposed for 2010-2011 Remarks

236

Zone - I Zone - II Zone - III(Corporation

Limit)(A&B Grade Municipal Council)

(Other than I & II)

Sr. No.

Description of Labours Rates for 2009-2010

Rates proposed for 2010-2011 Remarks

46 Navaghani47 Painter (white washer) semi skilled48 Polishman, semi skilled49 Quarry man semiskilled50 Stonecutter with tools, semiskilled51 Sweeper wet52 Tar Handler, Semiskilled53 Tile Turner, Semiskilled54 Tinsmith with tools, semiskilled55 Tree cutter, semiskilled56 Welder 2nd classD) UNSKILLED 217.00 236.00 228.00 221.0057 Below Boy58 Carpenter third class for fencing and roofing

work59 Excavator, heavy unskilled60 Gunman for Guniting61 Helper, unskilled62 Labour for traffic regulations63 Labour for excavation in Hard rock (un-blast)

64 Labour for tile truning65 Mazdoor, unskilled Heavy / male66 Mazdoor, unskilled light / female67 Mazdoor68 Room Boy69 Sweeper Dry

237

MSSIDC LIMITED ANNEXTURE 'A'

SIZE IN mm NP-2 CLASS ISI MARK NP-3 CLASS ISI MARK NP-4 CLASS ISI MARK

2 MTR. LENGTH80 378.00 471.00 475.00100 396.00 436.00 463.00150 428.00 502.00 551.00200 454.00 715.00 923.00225 475.00 835.00 1011.00250 511.00 897.00 1024.00300 752.00 1114.00 1488.00

2.5MTR.LENGTH300 1052.00 1392.00 1800.00350 1262.00 2538.00 2591.00400 1372.00 2883.00 2910.00450 1543.00 3181.00 3230.00500 2007.00 3734.00 4015.00600 2413.00 4736.00 5395.00700 3523.00 6300.00 7456.00800 4084.00 8393.00 9667.00900 5049.00 9086.00 11162.001000 5822.00 10192.00 14285.001100 7735.00 13483.00 16388.001200 8417.00 14196.00 17745.001400 11731.00 20195.00 25350.001600 16825.00 32370.00 34761.001800 18213.00 35903.00 46254.00

c) Non-standard Length Pipes

At the rate of full round pipe of corresponding diameter + 10 % Extra

d) Non-standard Size (diameter) pipe with Collar

Rate to be fixed by interpolation without any extra cost.

RATE SCHEDULE

RATE CONTRACT OF SUPPLYING RCC PIPES @SITE OF WORK FOR THE YEAR 2010-2011. R.C.C. PIPES IN ALL DIA IN NP-2, NP-3, & NP-4 CLASS WITH ISI MARK AS PER IS-458/2003 AND ARE INCLUSIVE OF VAT AS CONDITION LET DOWN IN RCC/2007-08 AS PER MSSIDC

RATE CONTRACT NO. MSSIDC/RCT/02-A/RCC/2008-09 Dt. 1st October 2008.

RATES IN RS. PER NO.

a) Collers Extra @ 10 % of the accepted rate of full length RCC Pipes of thecorresponding dia of 2.5 mtr. Length of RCC Pipes of correspondingdiameter.

b) Half Round Pipes At the half prices of full round pipe of coresponding diameter + 10% extra for NP-2, NP-3 and NP-4 class pipes

238

Sr. No.

Item Unit Over size metal in M3

Sand in M3

Quarry in spaul in

M3

1 Providing trap rubble soiling 15 to 20cm thick

M3 - - 0.20

2 Providing soiling using 80mm over size trap metal

M3 1.00 0.15 -

Sr. No.

Unit

1 M3

40mm in M3

20mm in M3

12/10mm in M3

1 Plain cement concrete 1:5:10

M3 2.60 0.47 0.7 0.24 -


M3 3.40 0.47 0.7 0.24 -


M3 4.40 0.47 0.7 0.24 -


M3 6.40 0.445 0.7 0.22 0.11

5 M-10 grade cement concrete

M3 4.40 0.47 0.7 0.24 -

6 M-15 grade PCC M3 6.00 0.44 0.56 0.22 0.117 M-20 grade PCC M3 7.00 0.425 0.56 0.22 0.118 M-15 grade cement

concreteM3 6.00 0.425 - 0.67 0.22


M3 7.00 0.425 - 0.57 0.28

10 M-25 cement concrete M3 7.50 0.425 - 0.57 0.2811 M-30 grade cement

concreteM3 8.00 0.425 - 0.57 0.28


M3 8.25 0.425 - 0.57 0.28

13 P & F RCC Jali 50mm thick

M2 0.06 - - - -

14 P & L 50mm thick cement mortar layer in 1:8 proportion

M2 0.22 0.06 - - -

M-40 grade M3 8.50

Item Cement Sand in M3

THEORITICAL REQUIREMENT OF MATERIALS BUILDING

EXCAVATIONRubble in M3

1.00

PILE FOUNDATION

0.425

PLAIN CEMENT CONCRETE AND REINFORCED CEMENT CONCRETEUnit Cement

in bags

M-20 RCC cast in situ bored piles 8.00 bags

Course AggreagateSr. No.

Item Screened sand in M3

239

Sr. No.

Unit Cement in bags

Screened sand in M3

Bricks in Nos

M.S. bars in Kg.

1 M3 1.24 0.25 475 -

2 M3 1.58 0.32 475 -

3 M3 1.42 0.254 475 -

4 M3 1.24 0.25 475 -

5 M3 1.58 0.32 475 -

6 M3 1.12 0.32 475 -

7 M3 1.58 0.32 475 -

8 M2 0.255 0.034 57 1.76

9 M2 0.21 0.021 38 1.32

10 M3 2.60 0.25 475 -

11 M3 2.60 0.25 616 -

12 M3 2.60 0.25 475 -

13 M3 2.60 0.25 616 -

14 M3 1.24 0.25 475 -

15 M3 - - 480 Fire clay in Mortar

in M3

0.10

First class brick masonary in CM 1:6 in plinth of inner wall / external wall.Second class brick work in CM 1:6 in foundation and plinth of inner wall / external wall.

BRICK MASONARY

Item

Second class brick masonary in CM 1:4 for pillars curved in shape

Second class brick work in CM 1:4 with pointing in CM 1:3 to exposed faces.First class brick work in CM 1:6 in Supersturcture

Second class brick masonary in CM 1:3 for edge masonary with 6mm dia meter M.S. BarsFirst class brick masonary in CM 1:4 for pillars rectangular in shapeFirst class brick masonary in CM 1:4 for pillars curved in shapeSecond class brick masonary in CM 1:4 for pillars rectangular in shape

Second class brick work in CM 1:6 in superstructureSecond class brick work in CM 1:8 in superstructureSecond class brick work in CM 1:6 as backing in composite masonarySecond class half brick masonary in CM 1:4 with 6mm diameter M.S. Bars

Second class brick masonary coping in CM 1:6Fire brick masonary in fire clay 1:5proportion

240

Sr. No.

Unit Cement in bags

Screened sand in M3

Trap Rubbl

e in M3

Corner/ Quins inNos

Remark

1 M3 1.70 0.35 1.16 2

2 M3 2.05 0.35 1.16 23 M3 1.70 0.35 1.16 2

4 M3 1.70 0.35 1.16 2

5 M3 1.70 0.35 1.16 2

6 M3 1.70 0.35 1.16 2

7 M3 0.70 0.35 1.16 2

8 M2 1.70 0.35 1.16 2

9 M2 1.70 0.35 1.16 2

Sr. No.

Item Unit Cement in bags

Screened sand in M3

Trap Rubble in

M3

Corner/

Quins inNos

Trap Header in Nos

Khandki in Nos

10 CR masonary 2nd sort inCM 1:6 in plinth

M3 1.70 0.35 0.35 2 7 50

11 CR masonary 2nd sort inCM 1:6 in Supersturcture

M3 1.70 0.35 0.35 2 7 50

12 CR masonary 1st sort inCM 1:6 in plinth

M3 1.50 0.30 0.35 2 7 50

13 CR masonary 1st sort inCM 1:6 in Supersturcture

M3 1.50 0.30 0.35 2 7 50

14 CR masonary 2nd sortusing all stones of fullheight in each coarse inCM 1:6 in Plinth

M3 1.70 0.35 0.35 2 7 50

15 CR masonary 2nd sortusing all stones of fullheight in each coarse inCM 1:6 in Superstructure

M3 1.70 0.35 0.35 2 7 50

Sr. No.

Unit Cement in bags

16 M3 1.02

17 M3 1.02

Stone masonaryItem

UCR masonary in CM 1:6 in foundationsand plinth of inner walls/external walls

Laterite stone 45 x 30 x 20 cm in Nos

Laterite masonary in CM 1:6 infoundations

0.21 45

CR masonary 3rd sort in CM 1:6 inSupersturcture

Item Screened sand in M3

UCR masonary in CM 1:3 in basementUCR masonary in CM 1:6 in Superstructure

Random rubble masonary in CM 1:6 infoundation

Random rubble masonary in CM 1:6 inSuperstructure

Random rubble masonary 1st sort in CM1:6 in external walls of plinth

Random rubble masonary 1st sort in CM1:6 in Supersturcture

CR masonary 3rd sort in CM 1:6 in Plinth

Laterite masonary in CM 1:6 inSupersturcture

0.21 45

241

1 50mm thick damp proof coarse in CC 1:2:4

M2 0.32 0.022

2 20mm thick integral finishing in CM 1:3

M2 0.18 0.020

3 W.P. to terrace 112mm thick

M2 0.55 0.07

4 W.P. of BB coba to water closet

M3 4.00 0.23

5 20mm thick water proof plaster in 1:3 for dado

M2 0.22 0.024

6 25mm thick water proof bedding in CM 1:3

M2 0.27 0.028

Sr. No.

Unit Cement in bags

Screened sand in M3

Remark

1 M2 0.054 0.00762 M2 0.07 0.00763 M2 0.090 0.0154 M2 0.11 0.0155 M2 0.14 0.0156 M2 0.228 0.024

7 M2 0.14 0.025

8 M2 0.17 0.025

9 M2 0.217 0.031

10 M2 0.25 0.033

11 M2 0.25 0.021

12 M2 0.250 0.021

13 M2 0.300 0.01514 M2 0.030 0.003

15 M2 0.025 0.003

16 M2 0.050 0.005

17 M2 0.040 0.004

18 M2 0.030 0.003

19 M2 0.025 0.003

WATER PROOFING TREATEMENTSr. No.


Screened sand in M3

Course Aggreagate

20mm in M3 12/10mm in M3

0.033 0.04

-

-

BrickBat

0.080 -

1.00 -

- -

20mm cement plaster in CM 1:3 in singlecoat

-

- -

PLASTERING & POINTINGItem Fine aggregate

in M3

6mm plaster in CM 1:4 -6mm plaster in CM 1:312mm plaster in single coat in CM 1:5 -12mm plaster in single coat in CM 1:4 -12mm plaster in single coat in CM 1:3 -

Flush grooved pointing CM 1:3 to brickmasonary

-

20mm cement plaster in CM 1:5 in twocoat

-

20mm cement plaster in CM 1:4 in twocoat

-

25mm thick plaster in CM 1:4 in two coat -Sand faced plaster in CM 1:4 in two coats -

Rough cast plaster in two coats in CM 1:4 0.012

Rough cast plaster in two coats in CM 1:4with colour pigment

0.012

Exterior stone crete facing in CM 1:3 0.015

Weathered pointing in CM 1:3 to stonemasonary

-

Flush grooved pointing in CM 1:3 to stonemasonary

-

Tuck pointing in CM 1:3 to stonemasonary

-

Vee pointing in CM 1:3 to stone masonary -

Flush pointing in CM 1:3 to stonemasonary

-

242

Sr. No.

Unit

1 M2

2 M2

3 M2

4 M2

5 M2

6 M2

7 M2

20mm in M3

12/10mm in M3

8 M2 0.334 0.023 0.007

9 M2 0.406 0.028 0.010

10 M2 0.300 0.027 0.080

11 M2 0.365 0.033 0.011

Sr. No.

Unit

12 M2

13 M2

14 M2

15 M2

16 M2

17 M2

18 M2

19 M2

20 M2

PAVING AND FLOORINGItem Cement in bags Screened Sand in

M3

Polished shahabad/tandur/kotah stone flooring 25 to 30mm thick on bed of 1:6 CM

0.135 0.022

Rough shahabad flooring 25 to 30mm thick on bed of 1:6 CM with CP 1:3

0.135 0.022


0.14 0.022


0.15 0.022


0.135 0.022

Polished shahabad/tandur/kotah stone flooring 25 to 30mm thick on bed of 1:6 CM with kadappa border

0.135 0.022

IPS flooring in 1:2:3 proportion 50mmthick

0.025

0.022


Metal

Polished shahabad/tandur/kotah stone flooring 25 to 30mm thick for dado on 1:4 cement mortar plaster

0.185

Screened sand in M3


0.020

0.018

Sr. No.


Item Cement in bags Screened Sand in M3


0.022

Plain cement tile 25 x 25 cm flooring on bed of 1:6 cement mortar

0.135 0.02

Plain coloured cement tiles for dado on plaster of 1:4 cement mortar

0.185 0.02

Plain cement tiles for dado and skirting on 1:4 cement mortar plaster

0.185 0.02

Plain coloured cement tiles for flooring on bed of 1:6 CM

0.135 0.02

White glazed tiles 150 x 150 mm for flooring on 1:4 CM

0.20 0.02

White glazed tiles 150 x 150 mm for dado on 1:4 cement mortar plaster

0.20 0.02

Coloured glazed tiles 150 x 150 mm for flooring on bed of 1:4 CM

0.20 0.02

Coloured glazed tiles of 150 x 150 mm for dado on 1:4 cement mortar plaster

0.20 0.02

Gray / White cement based marble mosaic tiles for dado and skirting on 1:4 cement plaster

0.135 0.02

243

Sr. No.

Unit

21 M2

22 M2

23 M2

Sr. No.

Unit Cement in bags

Screened sand in M3

24 M2 0.20 0.0136

Sr. No.

Unit

25 M2

26 M2

27 M2

28 M2

29 M2

30 M2

31 M2

32 M2

33 M2

34 M2

35 M2

36 M2

37 M2

38 M2

39 M2

40 M2

41 M2

42 M2


25mm thick polished kadappa sills on bed of1:4 CM

0.04 0.02

30 x 30 cm ceramic tile flooring on bed of 1:4 CM 0.20 0.017

White glazed tiles / colour glazed tiles of 200 x100mm for flooring on 1: 4 CM

0.22 0.02

White glazed / colour glazed tiles of 200 x 100mm fordado and skirting

0.21 0.02

Polished chequered marble mosaic tiles 20 x 32 cmsize for flooring / treads

0.16 0.02

Marble/Kadappa/tandur stone partition for urinals 0.05 0.005

White marble slabs dado and skirting 0.185 0.02

35mm thick precast polished chequered tiles /coloured cement tiles and treads and plain cementtiles for risers

0.16 0.02

Providing sills of precast marble mosaic tiles on bedof 1:4 CM

0.185 0.02

Rough shahabad stone 40 to 50 mm for sills on bedof 1:4 CM

0.185 0.02

Polished shahabad tandur/kotah/kadappa stone 40to 50 mm thick sill on bed of 1:4 CM

0.185 0.02

Marble mosaic tiles for treads and risers on bed of1:4 cement mortar

0.185 0.02

Marble slabs 20mm thick for treads and risers 0.185 0.02

Polished shahabad stone 40 to 50 mm for treads andrisers in CM 1:4

0.185 0.02

Plain cement tiles/plain coloured cement tiles fortreads and risers on bed of 1:4 CM

0.185 0.02

P & L flooring of Tukda mosaic/china mosaic (brokenmosaic tile pieces) on bed of 1:4 cement mortar

0.30 0.024

P & L polished shahabad/ tandur kotah stone slab fortreads and risers on bed of 1:4 CM

0.185 0.02


Providing and laying in situ cement mosaic dado andskirting 6mm thick on plaster in CM 1:3

0.20 0.02

P & L in situ cement marble mosaic 10mm thick for flooring

Crushed metal 12/10mm in M3

0.0272

Gray / White cement base marble mosaic tiles for dado and skirting on 1:4 cement plaster bed

0.185 0.02

P & L Machine cut marble slab 60 x 45 cm flooring on 1:6 cement mortar bed

Item

0.135 0.022

P & L Machine cut marble slab dado and skirting on 1:4 cement mortar plaster

0.185 0.02

244

Sr. No.

Unit Cement in bags

Screened

sand in M3

1 (A)

M2 0.23 0.028

M2 0.29 0.035

M2 0.46 0.056

M2 0.576 0.070

(B)

M2 0.237 0.028

M2 0.296 0.036

M2 0.472 0.057

M2 0.600 0.072

(C)

M2 - -

M2 0.256 0.034

M2 0.444 0.054

M2 0.550 0.067

.(1)

M2 0.206 0.025

M2 0.257 0.031

M2 0.411 0.050

M2 0.514 0.0622 M 0.132 0.018

3 M 0.132 0.018

4 M 0.310 0.042

Sr. No.

Unit Cement in bags

Sand in M3

Bricks in Numbers

Metal in M3

1 No. 0.52 0.103 134 0.025

2 No. 0.35 0.024 - 0.048

3 No. 0.20 0.02 - -

4 No. 0.25 0.018 - -

5 No. 0.25 0.035 - -

Guiniting by dry mix process in 1:3 1/2 CM for ceilingand soffit

Bd - W. Miscellaneous

d) 50mm thick -

Item Crushed metal 12/10mm in M3

a) 20mm thick -b) 25mm thick -c) 40mm thick -

Guiniting by dry mix process in 1:3 1/2 CM forcolumns

Guiniting by dry mix process in 1:3 1/2 CM for beams

a) 20mm thick -b) 25mm thick -c) 40mm thick -d) 50mm thick -

b) 25mm thick -

a) 20mm thick -b) 25mm thick -c) 40mm thick -d) 50mm thick -

Vertical surfaces other than columns in 1:3 1

CM a) 20mm thick -

Indian type W.C. pan

Orissa type W.C. pan

c) 40mm thick -d) 50mm thick -P & E 1.50m high wire fencing wire fencing with 7rows of bar bed wire fencing with MS angles at 2.50M c/c in cc 1:4:8 blocks of 45 x 45 x 45cm

0.036

P & E 1.50m high wire fencing wire fencing with 7rows of bar bed wire fencing with wooden roundbullies

0.036

P & E chain line fencing with CC 1:4:8 blocks of 45 x45 x 45cm at 1.75m c/c

0.085

Bd - V. Water supply & SanitaryItem

Water meter chamber in brick masonary with cementplaster 15mm dia to 100mm dia45cm wide steel ladder with CC 1:2:4 block of 60 x30 x 30 cm

European typeW.C. pan

245

6 No. 0.25 0.035 - -7 No. 0.10 0.01 - -

8 No. 0.10 0.01 - -

9 No. 0.15 0.02 - 0.02

10 M 0.10 0.02 31 -

11 No. 0.10 0.01 - -

12 No. 0.10 0.01 - -

13 No. 0.10 0.01 - -14 No. 0.55 0.08 52 0.0515 No. 2.33 0.35 350 0.194

16 No. 3.53 0.54 527 0.3

17 No. 3.90 0.57 450 0.45

18 No. 6.70 - - -

Sr. No.

Unit

19 M

20 M

21 M

22 M

23 M

24 M

25 M

Half round white glazed

Half round salt glazed stone ware pipe in brickmasonaryWhite glazed earthenware wash hand basin

White glazed earthenware sink

Renewing Indian type W.C. panFull stall type urinal

Lipped flat back type urinal

Nahani trap 8 cm or 10cm diaGully trap 15 x 10 cm with brick chamberBrick masanory inspection chamber 60 x 45 cm and60cm depth with cement plaster

Brick masanory inspection chamber 90 x 45 cm and60cm depth with cement plaster

Intercepting trap chamber 90 x 45 cm with brickmasonary with cement plaster

Circular manhole 45cm diameter at top and 90cm atbottom and 1.80 to 2.70m depth with cement plaster

Cast iron soil/waste water/vent pipe of 80/100/150mm dia 0.007

Item Cement in bags

0.007

Cast iron rain water pipe 75/100/150mm dia 0.003

Asbestos cement rain water pipe 100/150mm dia 0.005

Salt glazed stoneware pipe 225mm dia 0.080



Asbestos cement soil/waste water/vent pipe of 75/100/150 mm dia

246

40mm in m3

25mm in m3

20mm in m3

12mm in m3

10mm in m3

6mm in m3

1 Providing 50mm thick fullgrout with seal coat

100 M2 Dose 500.00 Seal coat 125.00 Total 625.00

6.00 - - 1.50 1.20 -

2 Providing 50mm thicksemi frout with seal coat


6.00 - - 1.50 1.20 -

3 Providing 40mm thickpremix carpet

100 M2 304 - 2.45 - 2.73 - 0.60


100 M2 205 - - 1.85 - 1.20 0.60


100 M2 156 - - - 1.83 0.90 0.15

6 Single coat surfacedressing on WBMsurface

100 M2 200 - - - 1.50 - -

7 Single coat surfacedressing on BT surface

100 M2 125 - - - 1.05 - -

8 Two coat surfacedressing


- - - 1.80 1.00 -

9 Bituminious liquid sealcoat

100 M2 100 - - - - - 0.90

10 50mm thick special groutbituminious surfaceincluding tack coat andseal coat

100 M2 Tack coat 73.50 Dose 40.00 Seal coat 97.50 Total 611.00

- - - 1.80 0.90 -

11 Tack coat on WBMsurface

100 M2 100 - - - - - -

12 Tack coat on BT surface 100 M2 50 - - - - - -

13 Emulsion tack coat onWBM surface

100 M2 35 - - - - - -

14 Emulsion tack coat on BTsurface

100 M2 25 - - - - - -

15 25mm thick hot mix hotlaid carpet

100 M2 209 - - 1.85 - 1.20 0.60

16 20mm thick hot mix laidcarpet

100 M2 159 - - 1.83 - 0.90 0.15

HB Metal 40mm in

M3

17 a) 75mm thickbituminious boundmacadam surface on BTsurface

100 M2 250 9.00 - - 1.80 - -

b) On WBM surface 100 M2 200 9.00 - - 1.80 - -18 Granular sub-base M3

19 Shoulder drain M

THEORITICAL REQUIREMENT OF MATERIALS OF BLACK TOP ROAD ITEMS (AS PER STANDARD SPECIFICATIONS)

Sr. No

Item Unit Asphalt in Kg Coarse Aggregate

247

40mm in M3

20mm in M3

12/10mm in M3

1 Plain cement concrete 1:5:10 M3 2.60 0.47 0.94 - -

2 Plain cement concrete 1:4:8 M3 3.40 0.47 0.94 - -3 Plain cement concrete 1:3:6 M3 4.40 0.47 0.70 0.24 -4 Plain cement concrete 1:2:4 M3 6.40 0.445 - 0.67 0.225 M-10 grade concrete M3 4.40 0.47 0.70 0.24 -6 M-15 grade concrete M3 6.00 0.445 - 0.67 0.227 M-20 grade concrete M3 7.00 0.445 - 0.67 0.228 M-25 grade concrete M3 7.50 0.445 - 0.67 0.229 M-30 grade concrete M3 8.00 0.425 - 0.57 0.2810 M-35 grade concrete M3 8.25 0.47 - 0.57 0.2811 Cast in situ abutment and piers

in M-10M3 4.40 0.47 0.70 0.57 -

12 Cast in situ abutment and piers in M-15

M3 6.00 0.47 0.70 0.24 -

13 Cast in situ abutment and piers in M-20

M3 7.00 0.47 0.70 0.24 -

14 Cast in situ abutment and piers in M-10 with 15% plum

M3 3.90 0.40 0.55 0.24 0.15

15 Cast in situ abutment and piers in M-15 with 15% plum

M3 5.80 0.40 0.55 0.24 0.15

Sr. No.


Screened sand in

M3

Trap Rubble in M3

Corner/ Quins inNos

Trap Header in Nos

Khandki in Nos

16 CR masonary in CM 1:5 forparapet with Khandki facingand pointing in CM 1:3

M3 2.90 0.28 12 - 0.17 110

17 Rubble filling behind theabutment

M3 - - - - 1.00 -

18 Trap rubble filling in foundation M3 - - - - 1.00 Gravel in M3

0.3319 Providing Khandki paving of

23cm thick in 1:3 cementmortar over 15cm bed of CC1:4:8 and poiting in CM 1:3

M3 1.21 0.15 40mm crushed metal

in m3

0.141

Khandki in Nos

5

THEORITICAL MATERIAL REQUIREMENT AS PER STANDARD SPECIFICATIONS

(REQUIREMENT OF MATERIALS SHALL BE AS PER ACTUAL JOB MIX BRIDGE AND C.D. WORKS

Screened sand in

M3

Course AggreagateSr. No.


248

NP-2 pipes NP-3 pipes

1 P & L cc pipes of NP-2class/ IRC pipes of NP-3classi) 80mm ∅ M - - 20 -

ii) 100mm ∅ M - - 24 -

iii) 150mm ∅ M - - 33 -

iv) 250mm ∅ M - - 52 -

v) 300mm ∅ M - - 75 -

vi) 350mm ∅ M - - 92 240

vii) 400mm ∅ M - - 104 269

viii) 450mm ∅ M 0.12 0.009 128 297

ix) 500mm ∅ M - - 141 325

x) 600mm ∅ M 0.16 0.011 193 410

xi) 700mm ∅ M - - 223 470

xii) 800mm ∅ M 0.188 0.012 287 604

xiii) 900mm ∅ M 0.22 0.0154 358 754

xiv) 1000mm ∅ M 0.25 0.017 438 829

xv) 1100mm ∅ M - - 525 1054

xvi) 1200mm ∅ M 0.26 0.018 620 1140

RCC PIPESCement in bags

Sand in M3

Weight of pipe in kg./m.Sr. No.

Item Unit

249

1) Primer coat over Granular base (Table : 500.1 Page 145)Cut back MC-70 or any other

bitumen mixed with Diesel

i) Low porosity surface such as wet mix macadam and waterbound macadam

6 to 9 kg/10 m2

ii) Medium porosity surface such as cement stabilised soil base

12 to 15 kg/10 m2

iii) High porosity surface such as grave base 12 to 15 kg/10 m2

2) Bituminous tack coat (Table : 500.2 Page 149)i) Normal bituminious surfaces 2.00 to 2.50 kg/10 m2

ii) Dry and hungry bituminious surfaces 2.50 to 3.00 kg/10 m2

iii) Granular surfaces treated with primer 2.50 to 3.00 kg/10 m2

iv) Non bituminous surfacesa) Granular base (Not primed) 3.50 to 4.00 kg/10 m2

b) Cement concrete pavement 3.00 to 3.50 kg/10 m2

3A) Bituminous macadam with 4% bitumen by weight of total mix (Data book) (Density 2.20) Clause no. 504(E l di i / t k t)

THEORITICAL MATERIAL REQUIREMENT M.O.S.T. 1995 EDITION AND DATA BOOK

(Grading Mateial shall be as per actual job mix formula wherever applicable)

250

(Excluding primer / tack coat)A) Bitumen 88 Kg/M3

B) Coarse aggregate 11.20 to 26 40

0.835 M3

C) Chipping 2.80 to 11.20mm 0.209 M3

D) Fine aggregate Below 2.80mm 0.366 M3

Total 1.380 M3

3B) Bituminous macadam with 3.50% bitumen by weight A) Bitumen 77 Kg/M3

B) Coarse aggregate 11.20 to 26.40mm

0.835 M3

C) Chipping 2.80 to 11.20mm 0.209 M3


Total 1.380 M3

3C) Bituminous macadam with 3% bitumen by weight of total mix(E l di i / t k t)A) Bitumen 66 Kg/M3


0.835 M3

C) Chipping 2.80 to 11.20mm 0.209 M3


Total 1.380 M3

250

4) Bituminous Penetration macadam (Table 500.06 Page 158)Compacted Bitumen Coarse KeyThickness Aggregate Aggregate50mm 50Kg/10M 2 0.60 M3 0.15 M3

75mm 68Kg/10M 2 0.18 M3

5) Built up Spray Grout (Excluding Primer/ Tack coat)clause no. 506A) Bitumen 30 Kg/M3


0.90 M3

C) Chipping 2.80 to 11.20mm 0.10 M3


Total 1.13 M3

6) Dense Bituminious Macadam (Density 2.30) 40mm compacted thicknesswith bitumen at 5% of total mix (Excluding primer coat/tack coat) Clause no. 507

i. Bitumen 120.00 Kgii. 20mm 0.61 M3

iii. 10mm 0.459 M3

iv. 5.60mm and below 0.459 M3

v. Cement filler 0.046 M3

7 A) Surface dressing (Table 500.13 page 170)Bitumen Stone chipping

1.528 M3

251

13.20mmi) Single coat surface dressing or 1st coat

of two coat surface dressing18.00 Kg/10M2 0.15 Kg/10M2

11.20mmii) Second coat of two coat surface

dressing (or as a renewal coat)10.00 Kg/10M2 0.10 M3/10M2

7 B) Surface dressing using Bitumen Emulsion (Table 500.14 page 173)13.20mm

i) Single coat surface dressing or 1st coatof two coat surface dressing

12 to 14 Kg/10M2 0.10 to 0.12 M3/10M2

6.70mmii) Second coat of two coat surface

dressing (or as a renewal coat)16 to 18 Kg/10M2 0.06 to 0.08 M3/10M2

8) Open graded premix carpet 20mm thick (Table 500.16 Page 178) Clause no. 509i) 13.20mm stone chipping 0.18 M3/10M2 Total chippingsii) Bitumen binder (at 52 Kg/M3) 9.50 Kg/10M2 0.27 M3/10M2

iii) 11.20mm stone chipping 0.09 M3/10M2 Total binderiv) Bitumen binder (at 569 Kg/M3) 5.10 Kg/10M2 14.60 Kg/10M2

251

9) Binder in terms of straight Run Bitumen (Table 500.18 Page 181)A) For tack coati) Normal bituminious surfaces 2.00 to 2.50 kg/10 m2

ii) Dry and hungry bituminious surfaces 2.50 to 3.00 kg/10 m2

iii) Granular surfaces treated with primer 2.50 to 3.00 kg/10 m2

iv) Non bituminous surfacesa) Granular base (Not primed) 3.50 to 4.00 kg/10 m2

b) Cement concrete pavement 2.50 to 4.00 kg/10 m2

B) For Premix carpet 20 milimetre thick 20 to 23 kg/10 m2

C) For seal coat

a) for liquid seal coat 12 to 14 kg/10 m2

b) for premix seal coat 10 to 12 kg/10 m2

Note:-i) For binder - Medium setting emulsionii) For seal coat - Medium setting emulsion

Preferably rapid setting emulsion

iii) Premix seal coat - Slow setting emulsion

10) Mix seal surfacing (Excluding tack coat) Data book clauseno 510

252

10) Mix seal surfacing (Excluding tack coat) Data book clauseno. 510

Bitumen 13.20mm 11.20mm 5.60mm 5.60mm Crushed & below Sand

Type - A 22.00 - 0.10 0.12 - 0.05 Kg/10M2 M 3/10M3 M3/10M2 M 3/10M

Type - B 19.00 0.04 0.14 - 0.09 Kg/10M2 M3/10M3 M3/10M2 M 3/10M2

11) Bituminous Concrete (Excluding primer /tack coat with cement filler)Density 2.40 Data Book bitumen content at 6.50 %

i) Coarse aggregate (64%) 1.006M3 Totalii) Fine aggregate (36%) 0.566M3 1.572M3

iii) Cement 3% 0.072MT/M3

iv) Bitumen at 6.50% 156 Kg/M3

12) Seal coat (Data Book)i) Stone chipping 6.70mm 0.09 M3/10M2

ii) Bitumen 9.80 Kg/10M2

252

13) P & L semidense bituminous concrete with 5.50% Bitumen Clause No. 511(Excluding primer/tack coat)

.1. Crushed stonei) 13.20mm 0.40 M3/M3

ii) 11.20mm 0.64 M3/M3 Total iii) 5.60mm and below 0.44 M3/M3 1.48 M3

.2. Bitumen 124 Kg/M3

14) Providing and applying premixed seal coat type ''B'' Clause no. 513

i) Sand or grit passing 2.36mm and retained on 180 micron

0.060 M3/10M2

ii) Bitumen 6.80 Kg/10M2

253253

40mm in M3

20mm in M3

10mm in M3

2.3 (i) PCC / RCC in open foundation

a) PCC M-25 grade M3 0.40 0.365 0.382 0.304 0.294b) PCC M-30 grade M3 0.42 0.365 0.382 0.299 0.304c) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28d) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28

2.3 (ii) a) PCC M-15 M3 0.33 0.45 0.52 0.22 0.11

b) i) PCC M-20 M3 0.38 0.45 0.57 0.22 0.11c) ii) RCC M-20 M3 0.40 0.425 - 0.57 0.28c) RCC M-25 M3 0.41 0.45 - 0.63 0.27

2.5 (i) a) PCC/RCC Well Curb i) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28 ii) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28b) Well Steining i) PCC M-25 grade M3 0.40 0.365 0.382 0.304 0.294 ii) PCC M-30 grade M3 0.42 0.365 0.382 0.304 0.299 iii) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28 iv) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28c) Bottom Plug M-25 M3 0.44 0.365 0.382 0.304 0.299

(including 10% extra)

d) Top & Intermidiate plug in . PCC M-25

M3 0.40 0.365 0.382 0.304 0.294

e) Well cap in RCC M-35 M3 0.46 0.365 0.382 0.304 0.299

2.5 (ii) a) Well curb

i) RCC M-20 M3 0.40 0.425 - 0.57 0.28 ii) RCC M-25 M3 0.41 0.45 - 0.63 0.27

THEORITICAL MATERIAL REQUIREMENT M.O.S.T. 1995 EDITION AND DATA BOOK

(REQUIREMENT OF MATERIALS SHALL BE AS PER ACTUAL JOB MIX FORMULA BRIDGES AND CULVERTS

Coarse Sand in

M3

Course AggreagateSr. No. of Data book

Item Unit Cement in MT

254

40mm in M3

20mm in M3

10mm in M3

Coarse Sand in

M3



b) Well Steiningb) i) PCC M-15 M3 0.33 0.45 0.52 0.22 0.11c) ii) a) PCC M-20 M3 0.38 0.45 0.57 0.22 0.11c) iii) b) RCC M-20 M3 0.40 0.425 - 0.57 0.28b) iii) RCC M-25 M3 0.41 0.45 - 0.63 0.27

c) Bottom Plug PCC M-20 gfrade M3 0.418 0.45 0.57 0.22 0.11

(including 10% extra)

d) Top & Intermediate plug

PCC M-15 M3 0.33 0.45 0.52 0.22 0.11

e) Well cap i) RCC M-20 grade M3 0.38 0.45 0.57 0.22 0.11 ii) RCC M-25 grade M3 0.40 0.365 0.382 0.304 0.299 iii) RCC M-30 grade M3 0.42 0.365 0.382 0.304 0.299

3.3 a) PCC/RCC for sub structure i) PCC M-25 grade M3 0.40 0.365 0.382 0.304 0.299 ii) PCC M-30 grade M3 0.42 0.365 0.382 0.299 0.304 iii) RCC M-35 grade M3 0.46 0.365 0.382 0.304 0.299 iv) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28

b) PCC/RCC for sub i) PCC M-15 grade M3 0.33 0.45 0.52 0.22 0.11 ii) PCC M-20 grade M3 0.38 0.45 0.57 0.22 0.11 iii) RCC M-20 grade M3 0.40 0.425 - 0.57 0.28 iv) RCC M-30 grade M3 0.41 0.45 - 0.63 0.27 v) RCC M-30 grade M3 0.45 0.43 - 0.58 0.28

4.1 i) RCC Superstructure a) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28 b) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28

255

40mm in M3

20mm in M3

10mm in M3

Coarse Sand in

M3



ii) a) RCC M-25 grade M3 0.41 0.45 - 0.63 0.27 b) RCC M-30 grade M3 0.45 0.43 - 0.58 0.28

4.2 Prestressed concretea) M-35 grade M3 0.475 0.40 - 0.57 0.28b) M-40 grade M3 0.50 0.40 - 0.57 0.28c) M-45 grade M3 0.52 0.40 - 0.57 0.28d) M-50 grade M3 0.54 0.40 - 0.57 0.28

4.5 RCC Wearing CoarseM-30 M3 0.45 0.43 - 0.58 0.28

4.8 RCC Railing M-30 0.021 0.02 - 0.027 0.013

4.12 RCC Approach slab i) M-25 grade M3 0.41 0.45 - 0.63 0.27

4.13 PCC Leveling coarse of M-15 below approach slab

M3 0.33 0.45 0.52 0.22 0.11

PCC Blocks M-15 M3 0.33 0.45 0.52 0.22 0.11

CulvertsPCC 1:4:8 M3 0.17 0.47 0.89 - -PCC 1:3:6 M3 0.22 0.47 0.89 - -PCC M-15 grade M3 0.33 0.45 - 0.85 -PCC M-20 grade M3 0.40 0.425 - 0.95 -

1.3 & 4

256

1 Square Kilometre Sq.Km.2 Kilogram Kg.3 Metric tonne M.T.4 Number No.5 Runing metre R.M.6 Cubic centimeter Cu.Cm.7 Milimetre mm.8 Centimeter Cm.9 Metre M.10 Kilometre Km.11 Square Metre Sq.M.12 Cubic Metre Cu.M.13 Ministry of Road Transport & Highway MORT&H14 Indian Standard IS15 Indian Road Congress IRC16 Tools and Plants T&P17 Galvanised Iron GI18 Cast Iron CI19 Reinforced Cement Concrete RCC20 Plain Cement Concrete PCC21 Pre-Stressed Concrete PSC22 Ready Mixed Concrete RMC23 Ground Level GL24 Rupees Rs.25 Diametre Dia26 Minimum Min27 Maximum Max28 Hour Hr29 That is i.e.30 For Example e.g.31 Water Bound Macadam W.B.M.32 Bituminous Macadam BM33 Lead in Kilometre L34 Optimum Moisture content O.M.C.35 Hot mix, hot laid H.M.H.L.36 Building Works Bd.

ABBREVIATIONS

257

37 Bridge Works Br.38 Cross Drainage Cd39 Road Works Rd.40 Taluka Tal.41 District Dist.42 Country Cut Teak Wood C.C.T.W.43 Centre to Centre c/c44 Mild Steel M.S.45 High Yield Strength Deformed Bar H.Y.S.D.46 Unplasticized Poly Venyl Chloride UPVC47 Poly Venly Chloride P.V.C.48 Asbestos Cement A.C.49 Cement Mortar C.M.50 Expanded Mesh XPM51 Boiling Water Proof BWP52 Boring B'NG53 Survey Works (Departmental Agency) Survey-D54 Survey Works (Private Agency) Survey-P

258

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259

Documents

Thane DSR 2010-2011.pdf