SOR_HE_2013

8/10/2019 SOR_HE_2013

1/134

MUNICIPAL CORPORATION OFGREATER MUMBAI

HYDRAULIC ENGINEERS DEPARTMENT

VOLUME-I

UNIFIED SCHEDULE OF RATES FOR

HYDRAULIC ENGINEERING SCHEDULE

2013

8/10/2019 SOR_HE_2013

2/134

HE SCHEDULE 2013

Foreword

Ever since its establishment in 1888 by the erstwhile British rulers in India, in the last

125 years of the history of its existence Mumbai Municipal Corporation has catered to

every aspect of the citizen of Mumbai that can be conceived of. Think of Engineer Victor

Tulloch, who through his unparalleled immense efforts conceived the water supply

scheme fetching running over from distance of more than 100 km by constructing a dam

across river Tansa, to feed the population of Mumbai, then only a few thousands in

number. The items have changed with technological advancement and the works like

Roller Compacted Concrete Dam at Middle Vaitarna or numerous underground tunnels

for water supply and sewerage disposal, for example, have become hallmark of MCGMs

dedication to the citizen of Mumbai. The challenges have always been daunting,

nevertheless, always met with.

Every civilization be it 5000 years old Harrappan civilization on the bank of Sindhu

River, or Mumbai on the west coast of the Indian Ocean, require infrastructure like water

supply and sewerage system, storm water drainage system, road, bridges, etc. and

hospitals, markets, recreation centers etc. The exponentially growing population of

Mumbai and the technological explosion in the field of engineering has made every

aspect of contracting of works highly challenging.

M.C.G.M. is one of the largest local self government in the Asian Continent. In

observance of historic traditions of strong civic activism, with the change in time and

living conditions to match with the urbanization, M.C.G.M. has mainly focused in

providing variety of engineering services viz, storm water drain, sewerage, water supply

projects, roads, bridges, solid waste management, environmental services. Beside this,the Corporation is also providing dedicated services in the Health sector by establishing

numbers of Major and Peripheral hospitals.

To update and modernize the mechanism being used for working on projects from

the stage of conceptualization upto execution, the need was realized to revise prevailing

Schedule of Rates along with specifications which were in operations with various

departments and being prepared individually as per their need and used to revised at

different span of time, resulting into various anomalies. Therefore, to overcome all these,

8/10/2019 SOR_HE_2013

3/134

HE SCHEDULE 2013

it was essential to revise the schedule of rates, not only with simple mechanized revision,

major changes to keep up with the pace of urbanization, civilization, construction

techniques / mechanization and voluminous developments by restructuring items in the

schedule as per requirements. This exercise would provide comfort with field

requirements and designs and will assist in effective checks on creation of extra items

during execution.

A conscious decision has been taken to keep pace with the changing time and

preparation of Unified Schedule of Rates is the first step forward in this direction. Since

long time, there have been demands made by the stake holders like Municipal Engineers

and Contractors about non-uniformity, anomalies and discrepancies in various schedules

of rates for work contracts of various departments of MCGM. Every department had its

own expertise and way of functioning which got reflected in its independent schedule of

rates, which, however, had no linkage with the fair market schedules of other

departments and resulting into extra items and fair rates. In place of earlier 9 Schedule of

Rates, the Unified Schedule of Rates is an effort & seeks to rectify the defects,

discrepancies and non uniformities which will provide, not to mention about the ease

and accuracy of estimation to the Engineers.

In view of the enormous and voluminous nature of work, keeping time frame in

perspective and above all, to ensure professionalism, the work of preparation of Unified

Schedule of Rates was awarded to the eminent consultants M/s.Tata Consulting

Engineers Ltd. M/s.Tata Consulting Engineers Ltd were directed to conduct a thorough

factual market research for major materials from stockiest/manufacturers/dealers and to

study schedules of rates of Govt. bodies like C.P.W.D. and P.W.D. The new Rate

Analysis are based on Factual Market research done by M/s.Tata Consulting Engineers

Ltd.

The anomalies in rate are minimized after extensive market research andcollection of quotations from reputed large scaled stockiest/dealers, and also after

comparison with rates of CPWD, PWD etc.

The SOR is linked with its comprehensive specifications of basic important

activities so as to have clarity in execution. These specifications follow a chronology of

general scope of the item, material required, processing of material, construction

operation, finishing and mode of measurement.

All the rates are now linked to their detailed specifications and wherever required,

8/10/2019 SOR_HE_2013

4/134

HE SCHEDULE 2013

with drawings. Though there are about 12500 items, every item is now given a Unique

Code No. which will eliminate the repetition.

It has been our endeavor to include all the necessary modern materials and

technologies in SOR, for example, the concept of green building, which will go a long

way to have control on creation of extra items and fair rates. A salient feature of this

USR is Starring of items specified, categorically which can be used only at certain works

or locations.

Another salient features is Dynamic Rate System which will be based on study of

data base of quantities and bidding prices of awarded contracts on the basis of which

necessary corrections can be applied to the Unified Schedule of Rates at specified

intervals. The MCGM will be now in position to revise the Unified Schedule of Rates

every year after incumbency period of M/s.Tata Consulting Engineers Ltd of one year, to

work with and correct the system as and when necessary.

I hope this Unified Schedule of Rates will be a milestone in civic governance by

MCGM. This self-contained publication shall be of great help and guidance to the officers

engaged in the project work of MCGM.

A.M.C. (Project) Municipal Commissioner

8/10/2019 SOR_HE_2013

5/134

8/10/2019 SOR_HE_2013

6/134

HE SCHEDULE 2013

GENERAL NOTES

A. COMMON GENERAL NOTES

1. The schedule of rates will be operative from16-09-

20132. The unified schedule of rates includes following department:

i. Buildings

ii. Water Supply Projects

iii. Hydraulic Engineering

iv. Sewerage Projects

v. Storm Water Drainage

vi. Roads

vii. Bridges

viii. Traffic and Signals

ix. Mechanical and Electrical

x. Garden Works

3. Volume-I contains USR, basic rate list and approved makes and Volume-II

contains specification along with drawings wherever necessary and mandatory

tests.

4. The specification of the items shall be as per latest Indian Standard Codes unless

otherwise specified.

5. The rates of the items in this schedule of rates are worked out assuming average

lead for Greater Mumbai area for all sorts of materials.

6. The rates are inclusive of transportation, duties, taxes and charges of all

Government, Municipal or any other statutory body, applicable from time to time

but exclusive of Works Contract Tax and Labour Cess levied by Government of

Maharashtra.

7. The rate analysis also includes Contractors Profit & Overheads @ 15%, the

break up for which is as follows :

Water Charges, cost of tools and plants: 5 %

Contractors Profit: 10%

8. Rates of common material and labour is attached in the Annexure-A in Volume-I.

8/10/2019 SOR_HE_2013

7/134

HE SCHEDULE 2013

9. The building Schedule of Rates 2013 includes the existing items of FMA, FMB

2009, SIC and Fair items, with deletion of obsolete items, merger of similar items

and value addition of new items in line with modern technology and trends in

accordance with latest rules, regulation, byelaws etc.

10. As per the Government policy the use fly ash is done for framing the items of

work in accordance with the latest provisions of IS Codes. Also green building

items have been introduced in new schedule to minimize the consumption of

energy during construction and occupancy of building and also maintaining

ecological balance.

11. From safety, health and environment point of view two legged steel tubular

scaffolding shall be used, without making any holes in the outer face of the

building or any structure. And no extra payment shall be made for works like

scaffolding, centering for any height unless otherwise specified.

12. All materials shall be as per approved list of MCGM or equivalent material having

quality standards as per relevant IS codes and shall be of first quality unless

otherwise specified.

13. Following basic rates are considered in the USR:

i. Cement : Rs. 6,000/ MT

ii. Mild Steel : Rs. 47,400/ MT

iii. HYSD Steel (Fe415) : Rs. 48,400/ MT

iv. T.M.T. (Fe500) : Rs. 49,400/ MT

v. Structural Steel : Rs. 53,400/ MT

14. Rates given in SOR are for estimation purpose.

15. Rates of items and specification for excavation, concrete, plaster and brickwork

shall be referred from common schedule unless and otherwise not mentioned in

concerned departments schedule.

16. Coding of items:

The Coding procedure for Basic master material is as follows: Code will start with the common prefix of MA which stands for materials Followed by Abbreviation code for each schedule of rate for eg H.E. for

Building works, SP for Sewerage, WSP for water supply and so on and soforth.

The first item category in the list will be numbered as 1

8/10/2019 SOR_HE_2013

8/134

8/10/2019 SOR_HE_2013

9/134

HE SCHEDULE 2013

B. SALIENT FEATURES OF SOR FOR BUILDING WORKS

1) All the rates are for all heights and levels unless noted otherwise.

2) Chloropyrifos EC 20 has been considered for anti termite treatment.3) Artificial sand (crushed sand) has been considered for flooring bedding and for

concrete work.

4) All the items are excluding fixtures otherwise not specified in respective item. In such

case, items of Hardware section shall be used for fixtures.

5) For plastering and mortar work, river sand has been considered.

6) For plastering work all the rates are for all heights and levels and architectural

decorative surface.

7) All external plaster items are including waterproofing compound except plastering

item for structures like compound wall, masonry pedestals, pillars, etc.

8) Items for ashlar masonry, dewatering, self compacting concrete, vacuum dewatered

concrete flooring and TMT steel bars have been introduced.

9) Rates of all the items in roofing work are inclusive of staging or scaffolding for any

height.

10) Non-asbestos cement sheet provided in place of asbestos cement sheet roofing.

11) Concreting of pile shall be done with RMC only.

12) Rates of piling are inclusive of Chiseling of intermediate local boulders. No separate

payment shall be made for the same

13) While estimating the quantity for Grouting of bentonite slurry in bored precast piles

shall be measured as per bore dia and pile dia. Exact quantity can be measured

while execution and shall be paid accordingly

14) Rates considered in concrete items are including pumping of concrete upto placing

point.

15) New items like Self compacting concrete, vacuum dewatered concrete flooring and

TMT steel bars have been introduced.

16) The dismantling and demolishing chapter covers only removing old items and repair

work covers both removing old items and refixing the new.

17) For heritage works the rate includes the statutory charges for heritage committee and

conservation architect and no extra payment will be made.

18) APP (Atactic poly-propylene) modified polymeric membrane water proofing will be

used only for trial basis on approval of City Engineer and/or Chief Engineer (P&D).

8/10/2019 SOR_HE_2013

10/134

HE SCHEDULE 2013

19) In plumbing waterless urinals, fly ash bricks, fly ash concrete for green building

concept have been introduced.

Star Rating:

In view of ambiguity related to choice of quality or grade of materials and subsequent

items of works to be used at Ward level projects, Centralised projects or Special projects

of and for smooth functioning during planning stage of a project, the new concept of Star

Rating has been introduced for building works depending on the life expectancy of

building, degree of occupancy of building and comfort to the end user. The buildings or

structures rated are as follows:

i. Two Star **- Ward offices and Central dept. Offices, schools, Small Hospitals,

Primary Health Center, Fire Station, Crematorium, Slaughter Houses,

Markets, Swimming Pools, Zoos, Chowkies, Libraries, Staff quarters and

residential colonies, Public Toilets and Water tanks.

ii. Three Star ***- Super specialty Hospitals, Drama Theatres, MCGM Mayors

and Officers bungalow, Heritage Structures, Head Office and Engineers

Hub.

The items or work not marked as two star or three star are assumed to be

applicable for all the star buildings or structures mentioned above.

8/10/2019 SOR_HE_2013

11/134

HE SCHEDULE 2013

C. GENERAL NOTES HYDRAULIC ENGINEERING DEPARTMENT

List of Units used:

Sr. No. Units Abbreviation Symbol Remark

1 Length (Running Meter) Rmt

2 Weight (Metric Tonne) MT

3 Weight Kilogram Kg

4 Length (Meter) Mtr

6 Length (Millimeter) mm

7 Time Shift Shift Refers to a time

duration of 8 Hrs

8 Time (Hour) Hr

9 Quantity (Numbers) Each/Nos Each refers to a single

quantity per entity

10 Quantity (Lump sum) LS

11 Volume Cum

12 Area (Square Meter) Sqm

List of Abbreviation used:

Sr. No. Abbreviation Remark

1 CI Cast Iron2 DI Ductile Iron

3 MS Mild Steel

4 HDPE High Density

Polyethylene

5 MDPE Medium Density

Polyethylene

6 PE Poly Ethylene

8/10/2019 SOR_HE_2013

12/134

HE SCHEDULE 2013

7 GRP Glass Reinforced

Plastic

8 GI Galvanized Iron

9 SBR Styrene Butadiene

Rubber

10 S&S Socket & Spigot

11 IS Indian Standard Code

12 AWWA American Water Works

Association

13 EEWW Executive Engineer

Water Works

Salvation Cost for Materials:

The salvation cost of metals have been considered taking into account current market scrap

rates.

The salvation cost of different materials is as follows:

CI/DI/GI : 25 Rs/Kg

Mild Steel : 35 Rs/Kg

Gun Metal : 74 Rs/Kg

SS 314/416 : 81 Rs/Kg

HDPE material : 38 Rs/Kg

Basis for labour and material Coefficients used:

The labour, material and hire charges coefficients adopted in rate analysis are worked out

taking into consideration the coefficients adopted (for similar or same item) in MJP SOR,

PWD SOR, Pune Mahanagar Palika SOR and MCGM HE SOR 2011.

The final amount appearing in SOR is completely rounded off, no decimal digits are

considered.

The final amount for an item worked out in RA template is rounded upto two decimal places.

Chapter wise Notes, Assumptions and References

Chapter 1: CI/DI Pipes (supplying, laying, jointing works):

8/10/2019 SOR_HE_2013

13/134

HE SCHEDULE 2013

Transportation cost of CI/DI pipes includes transportation from any Municipal store to

Stacking point and from stacking point to place of work within the site boundary.

New Item for making of flanged joints to CI/DI pipes added.

Items of Mild Steel Pipe and welding Shifted to Chapter 2.

Chapter 2: Mild Steel Pipe Fabrication, Transportation and welding works:

Items for removing and re-fixing and supplying of MS frame and cover with anti skid

arrangement (On per Kg basis) added.

Standard weights of different size of MS frame and cover worked out.

Detailed calculation for welding and cutting of MS plates and pipes worked out.

The civil work for valve chamber i.e masonry, plastering brickwork concrete work will

be paid separately as per relevant item included in Common Schedule.

Chapter 3: Valves and appurtenances:

Valves of PN 1.6 rating only to be used for tunneling and rising mains works only

prior approval of Hydraulic Engineer MCGM to be obtained before operating this

item.

Supply & installation item for Sluice valve, butterfly valve and Kinetic air valve of

PN1.6 rating with flange adaptor assembly added.

Removal and replacement of sluice valve, butterfly valve and kinetic air valve added.

Item for minor repair work for valves like removal and replacement of check nut,

spindle, gland packing and rubber packing added.

New item for isolation work by using sluice valve on hire basis added. Prior approval

of Hydraulic Engineer MCGM to be obtained before operating this item.

Chapter 4: Cross Connection Works:

New item for Cutting and Removing of the existing CI/DI/MS pipe section from

trenches added. Items for lead jointing and mechanical jointing included in cross connection and

diversion works.

Chapter 5: GRP Pipe works:

Includes item for supplying lowering laying jointing of GRP pipes.

Diameter Range from 350mm to 2400 mm included.

Items needed for repair works of GRP pipes included.

8/10/2019 SOR_HE_2013

14/134

HE SCHEDULE 2013

Items for providing and jointing of GRP specials included.

Chapter 6: CI Mechanical Joints & Specials: Items for providing and fixing Mechanical collar joints, mechanical split collar joints,

all socket tees, double socket any degree bend, reducers, end caps etc included in

this chapter.

Chapter 7: Galvanized Iron Pipe works:

Diameter range of 15 mm to 80 mm for GI pipes and fittings considered. Item for laying and jointing of GI pipes is inclusive of the necessary excavation

required for the work. Nominal length of GI Pipe required (above ground) for making service connection

considered in rate analysis.

Item for Supplying, providing and fixing of Gun metal non return valve and Brass/

Gun metal ferrule included in this chapter. Item for Removing and re-fixing of existing service connections added.

Item for Removing and Cutting of existing service connections lines added.

Chapter 8: Civil General Items & Items for Fire Hydrants : For the item of brick masonry 8-6 please refer the masonry chapter of the common

schedule item CS-MW-1-a.

Rates for brick masonry, plaster work, RCC work for item 8-7 has been taken from

common schedule items CS-MW-1-a; CS-PL-15-b; CS-PL-04; CS-CW-1-b

respectively.

For item of M-15 ready mix concrete and placing the concrete by chute please refer

Common Schedule Item No. CS-CW-4-a-1 For item of M-15 ready mix concrete and placing the concrete manually and hauling

by hand carts refer Common Schedule Item No. CS-CW-2-B.

The item for providing HDPE 3 layer coating to MS pipes 3000 micron outside and

2000 micron internally worked out on per Sqm basis. The rate is inclusive of all

applicable taxes and one way transportation and handling from factory to Coating

plant. In any case the PE coated pipes shall not be used for laying above ground and

for making bends or specials.

8/10/2019 SOR_HE_2013

15/134

HE SCHEDULE 2013

New item of providing & applying Internal Fusion Bonded Epoxy coating 400 microns

to MS pipes added for above ground pipes.

All items related to SP fire hydrants brought under items 8-24 to 8-26.

New item for supplying and fixing of new SP fire hydrant added.

Chapter 9: HDPE/MDPE Pipe and Fitting works : Pipe range of 20mm to 630 mm for HDPE PE-80/PE-100 and of pressure rating PN

10, PN 12.5 and PN16 included in this chapter.

All types of fittings Electro fusion, Butt welded and compression coupling included for

a dia. range of 20mm to 600mm.

Items for supplying of electro fusion machine and electric mirror used for butt welding

included.

Chapter 10: Mortar lining works : Item for taking access for a dia. range of 150 mm to 900 mm of pipe line included.

Item for manual and mechanized scrapping and cleaning of pipe line for mortar lining

work included for a dia. range of 150 mm to 900mm.

Item for manual and mechanized mortar lining work included for a dia. range of 150

mm to 900mm. The thickness of mortar lining considered is the average thickness

ranging from 4.65 mm to 7 mm.

Hire charges for mechanical scrapper for different dia. range included.

Chapter 11: Rain water harvesting works : Items related to rain water harvesting works included in this chapter.

Items for supplying and providing of brick bats, aggregates, natural sand used for

recharge pits included.

New item for Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25 added.

Chapter 13: Quick repair works : Items related to quick repair works like providing and fixing of quick Tee saddle,

handiband couplings, dismantling joints flange adaptors etc included in this chapter.

8/10/2019 SOR_HE_2013

16/134

HE SCHEDULE 2013

INDEX

Sr.No.

Chapter Code

Contents Item Range Page No.

1 HE-1 Ci/Di Pipes And Specials HE-1-1 to HE-1-17 1-62 HE-2 Mild Steel Pipes HE-2-1 to HE-2-16 7-123 HE-3 Valves HE-3-1 to HE-3-43 13-264 HE-4 Cross Connection Works HE-4-1 to HE-4-8 27-345 HE-5 Grp Pipes Fittings &

SpecialsHE-5-1 to HE-5-20 35-44

6 HE-6 Ci Mechanical Joints &Specials

HE-6-1 to HE-6-10 45-50

7 HE-7 Gi Pipes Fittings &Specials

HE-7-1 to HE-7-24 51-59

8 HE-8 Civil General Items &Fire Hydrants

HE-8-1 to HE-8-26 60-64

9 HE-9 Hdpe Pipes Fittings &Specials

HE-9-1 to HE-9-69 65-93

10 HE-10 Cement Mortar LiningWorks

HE-10-1 to HE-10-6 94-96

11 HE-11 Rain Water HarvestingWorks

HE-11-1 to HE-11-10 97-98

12 HE-12 Polymer Coating Works HE-12-1 to HE-12-2 99-9913 HE-13 Quick Repair Works

Fittings & SpecialsHE-13-1 to HE-13-14 100-105

8/10/2019 SOR_HE_2013

17/134

HE SCHEDULE 2013

Municipal Corporation of Greater

Chapter -1

CI/DI Pipes & Specials

8/10/2019 SOR_HE_2013

18/134

HE Sc he du l e 2013

S e c t i o n 1

ITEMCODE

ITEM DESCRIPTION UNITRATE IN

Rs

HE-1-1

Supplying ISI mark C.I. Class 'LA' , S/S pipes of followingdiameters conforming to IS:1536, including all taxes (Centraland local) insurance, railway freight, unloading from railway

wagon, loading into trucks, transport to any municipal stores /site, unloading stacking etc complete in all respect and asdirected by Engineer in Charge.

a) 80 mm. Rmt 1036.00b) 100 mm. Rmt 1286.00c) 150 mm. Rmt 2074.00d) 250 mm. Rmt 4067.00e) 300 mm. Rmt 5244.00f) 450 mm. Rmt 8436.00g) 600 mm. Rmt 13094.00h) 750 mm. Rmt 18926.00i) 900 mm Rmt 25804.00

j) 1000 mm Rmt 31000.00

HE-1-2

Lowering, laying and jointing in trenches C.I. Class 'LA', S/Spipes with CI / MS specials of following diameter includingchamfering cut edges of pipes for specials and fixing withStyrene Butadiene Rubber (SBR) gaskets in proper position,grade and alignment etc complete in all respect and as directedby Engineer in Charge including conveyance of material fromany municipal stores in Greater Mumbai to site of work andfrom Stacking Place to the actual lowering site including cost of

jointing materials and rubber rings labour, giving hydraulictesting up to 6 kg/sqm pressure etc complete as directed byEngineer in Charge


j) 1000 mm Rmt 639.00

HE Schedule Sect ion 1

1 Municipal Corporation of Greater Mumbai

8/10/2019 SOR_HE_2013

19/134


S e c t i o n 1

ITEMCODE


Rs

HE-1-3

Supplying, lowering, laying and jointing in trenches C.I. Class'LA' , S/S pipes conforming to IS:1536 with CI / MS specials of following diameter including chamfering cut edges of pipes for specials and fixing with Styrene Butadiene Rubber (SBR)gaskets conforming to IS:5382 & IS:12820 in proper position,

grade and alignment etc complete in all respect and as directedby Engineer in Charge including conveyance of material fromany municipal stores in Greater Mumbai to site of work,including cost of jointing materials and rubber rings labour,giving hydraulic testing upto 6 kg/sqm pressure etc complete asdirected by Engineer in Charge


j) 1000 mm Rmt 31638.00

HE-1-4

Providing & Supplying Ductile Iron pipes (K-7/K-9) of followingdiameters and conforming to IS : 8329 & SBR Ring Gasket shallconfirm IS : 5382 & IS : 12820 including all taxes (Central andlocal) insurance, railway freight, unloading from railway wagon,loading into trucks, transport to any municipal stores / site,unloading stacking etc complete in all respect and as directedby Engineer in Charge

HE-1-4.1 D.I. K-7a) 80 mm. Rmt 823.00b) 100 mm. Rmt 980.00c) 150 mm. Rmt 1442.00d) 250 mm. Rmt 2371.00e) 300 mm. Rmt 2995.00f) 450 mm. Rmt 5318.00g) 600 mm. Rmt 8263.00h) 750 mm. Rmt 12983.00

i) 900 mm Rmt 18374.00 j) 1000 mm Rmt 21503.00

HE-1-4.2 D.I. K-9a) 80 mm. Rmt 926.00b) 100 mm. Rmt 1083.00c) 150 mm. Rmt 1589.00d) 250 mm. Rmt 2721.00


8/10/2019 SOR_HE_2013

20/134

8/10/2019 SOR_HE_2013

21/134


S e c t i o n 1

ITEMCODE


Rsf) 450 mm. Rmt 6620.00g) 600 mm. Rmt 9741.00h) 750 mm. Rmt 14409.00i) 900 mm Rmt 20029.00

j) 1000 mm Rmt 23428.00

HE-1-7

Supplying at any municipal stores or work site StyreneButadiene Rubber Ring Gaskets as per IS : 5382 and 12820 etccomplete in all respect and as directed by Engineer in Charge

a) 80 mm. Each 98.00b) 100 mm. Each 118.00c) 150 mm. Each 164.00d) 250 mm. Each 252.00e) 300 mm. Each 294.00f) 450 mm. Each 723.00g) 600 mm. Each 1189.00h) 750 mm. Each 1375.00i) 900 mm Each 2059.00

j) 1000 mm Each 2645.00

HE-1-8

Providing push-on-joints to Centrifugally (Spun) C.I. pipes or Ductile iron pipes including the cost of Styrene ButadieneRubber (SBR) ring gasket, applying grease, testing etc completein all respect and as directed by Engineer in Charge .(Gasketshould conform to IS: 5382 and 12820)

a) 80 mm. Each 166.00b) 100 mm. Each 185.00c) 150 mm. Each 239.00d) 250 mm. Each 324.00e) 300 mm. Each 379.00f) 450 mm. Each 734.00g) 600 mm. Each 1258.00h) 750 mm. Each 1466.00

HE-1-9

Cutting of cast iron and CI/DI pipes of all classes with cuttingtools, cutting machine and chamfering the edges etc completein all respect and as directed by Engineer in Charge and for following diameters.

a) 80 mm. Each 314.00b) 100 mm. Each 377.00c) 150 mm. Each 425.00d) 250 mm. Each 502.00e) 300 mm. Each 639.00f) 450 mm. Each 862.00g) 600 mm. Each 1375.00h) 750 mm. Each 1787.00i) 900 mm Each 2200.00


8/10/2019 SOR_HE_2013

22/134


S e c t i o n 1

ITEMCODE


Rs j) 1000 mm Each 2295.00

HE-1-10

Providing and supplying ISI standard CI flanged / S& S specialsconforming to IS 1538 including all taxes (Central and local),

railway freight, insurance, unloading from railway wagon,loading into truck transport to municipal store /site, unloadingstacking etc complete in all respect and as directed by Engineer in ChargeS & S Specials / Plain Ended

a) S & S s ecials u to 300 mm dia K 87.00b) S & S specials over 300 mm dia Kg 92.00

Flanged Specialsc) Flanged specials up to 300 mm dia Kg 96.00d) Flanged specials over 300 mm dia Kg 100.00

HE-1-11

Loading from any municipal stores in Greater Mumbai,transporting on site, lowering in trenches and assembling of C.I.specials, D.I. specials or M. S. specialsetc complete in allrespect and as directed by Engineer in Charge

Kg 9.00

HE-1-12

Providing & Supplying, loading, transporting on site, unloading,lowering in trenches and assembling of C.I. specials ConformingIS : 1538 etc complete in all respect and as directed byEngineer in Charge

a) S & S s ecials u to 300 mm dia K 95.00b) S & S specials over 300 mm dia Kg 100.00c) Flanged specials upto 300 mm dia Kg 104.00d) Flanged specials above 300 mm dia Kg 108.00

HE-1-13

Providing & Supplying D.I. pipe specials & fittings of K-12 classwith internal cement mortar lining and external Zinc coating withfinishing layer of Bitumen coating, sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut boltscoated suitable for D.I.pipes including all taxes etc complete inall respect and as directed by Engineer in Charge and as per IS-9523.

Kg 197.00

HE-1-14

Providing & Supplying loading, transporting on site, unloading,lowering in trenches and assembling of D.I. pipe specials &fittings of K-12 class with internal cement mortar lining andexternal Zinc coating with finishing layer of Bitumen coating,sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated suitable for D.I.pipes includingall taxes etc complete in all respect and as directed by Engineer in Charge and as per IS-9523.

Kg 205.00


8/10/2019 SOR_HE_2013

23/134

8/10/2019 SOR_HE_2013

24/134

HE SCHEDULE 2013


Chapter -2

Mild Steel Pipes & Specials

8/10/2019 SOR_HE_2013

25/134

H E Sc h e d u l e 2 0 1 3

Se c t i o n 2

ITEMCODE


Rs

HE-2-1

Supplying mild steel pipes to site of work / any municipal storefabricated in any ISI/ ISO certified company, from mild steelplates of approved quality and thickness, confirming to IS 3589 .The M.S. plates shall bare corresponding ISI mark. The itemincludes marking, cutting, rolling bending, welding usingautomatic submerged arc type welding machine, factory testingof pipes, loading at fabrication yard/ factory transportation to siteof work/ any municipal store using truck/ trailer, unloading andstacking near place of work etc complete as specified and asdirected by Engineer in Charge. . Each pipe shall be about 5 to7.5 mtr. long, fabricated as per IS:3589 and suitable for 10kg/cm2 working pressure( spirally welded pipes fabricated fromstrips are not acceptable)

a) 80 mm. 6 mm thick Rmt 881.00b) 100 mm. 6 mm thick Rmt 1086.00c) 150 mm. 6 mm thick Rmt 1596.00d) 225 mm-250 mm. 6 mm thick Rmt 2621.00e) 300 mm. 6 mm thick Rmt 3133.00f) 450 mm. 6 mm thick Rmt 4669.00g) 600 mm. 6 mm thick Rmt 6208.00h) 750 mm. 7 mm thick Rmt 9047.00

SECTION 2

i) 750 mm. 8 mm thick Rmt 10332.00 j) 900 mm. 7 mm thick Rmt 10843.00

k) 900 mm. 8 mm thick Rmt 12430.00l) 1200 mm. 8 mm thick Rmt 16552.00m) 1200 mm. 10 mm thick Rmt 20724.00n) 1500 mm. 10 mm thick Rmt 25764.00o) 1500 mm. 12 mm thick Rmt 30880.00

HE-2-2

Supplying mild steel specials of required length and degree tosite of work / any municipal store fabricated in any ISI/ ISOcertified company, from mild steel plates of approved qualityand thickness, confirming to IS 3589 . The M.S. plates shall

bare corresponding ISI mark. The item includes marking,cutting, fit up, rolling bending, welding using automaticsubmerged arc type welding machine, factory testing of pipes,loading at fabrication yard/ factory transportation to site of work/any municipal store using truck/ trailer, unloading and stackingnear place of work etc complete as specified and as directedby Engineer in Charge.Fabrication work to be carried out asper IS:3589 and suitable for 10 kg/cm2 working pressure.

a) Suitable for 80 mm dia 6 mm thick pipe. Mtr 903.00


8/10/2019 SOR_HE_2013

26/134

H E Sc h e d u l e 2 0 1 3

Se c t i o n 2

ITEMCODE


Rs

b) Suitable for 100 mm dia 6 mm thick pipe. Mtr 1113.00c) Suitable for 150 mm dia 6 mm thick pipe. Mtr 1637.00d) Suitable for 250 mm dia 6 mm thick pipe. Mtr 2688.00e) Suitable for 300 mm dia 6 mm thick pipe. Mtr 3213.00f) Suitable for 450 mm dia 6 mm thick pipe. Mtr 4789.00g) Suitable for 600 mm dia 6 mm thick pipe. Mtr 6367.00h) Suitable for 750 mm dia 7 mm thick pipe. Mtr 9279.00i) Suitable for 900 mm dia 7 mm thick pipe. Mtr 11121.00

j) Suitable for 750 mm dia 8 mm thick pipe. Mtr 10630.00k) Suitable for 900 mm dia 8 mm thick pipe. Mtr 12749.00l) Suitable for 1200 mm dia 8 mm thick pipe. Mtr 16977.00

m) Suitable for 1200 mm dia 10 mm thick pipe. Mtr 21256.00

HE-2-3

Supplying, transporting MS fabricated material on site, aligning,

fixing in position, tack welding including marginal cutting,synthetic Rubber packings etc.a) Minor fixtures such s man hole frame & covers, pressure andnon-pressure type blank flanges, loose flanges, rings, smallpieces to form saddle pieces, ladders, platforms, stiffener ringsetc. b) Major fixtures such as tees, domes, bends, branches, flange ringassembling etc. MT 70617.00

Fabrication of M.S. covers and frames from steel plates as per

- - es gn spec e y ng neer n c arge, nc u ng st eners etc.

complete. (Excluding cost of steel plates). 9667.00

HE-2-5

Transporting all fabricated material from stacking yard of factoryto laying site or from Municipal stores to factory or any wheredirected up to a distance of 2 km, including loading & unloading.

MT/Km

202.00

HE-2-6Extra over and above rate of item No.HE-2-5 for transportingthe material beyond 2 km.

MT/Km 5.00

HE-2-7

Fabricating ,Supplying & transporting M.S. material of requiredthickness suitable for lead joint / mechanical joints to anymunicipal chowky or site of work , minor fixtures such as manhole frame & covers, pressure and non-pressure type blankflanges, loose flanges, rings, saddle pieces, small pieces toform saddle pieces, collars, clamp collars, bends / tees of various sizes with or without suitable sockets / flanges, smallpieces of pipes with or without suitable sockets / flanges, endcaps, ladders, platforms, stiffener rings etc. Payment will bemade as per actual weight of material.

Kg 70.00


8/10/2019 SOR_HE_2013

27/134

H E Sc h e d u l e 2 0 1 3

Se c t i o n 2

ITEMCODE


Rs

HE-2-8

Transporting within 500 meters, laying in position to the correctline and level, M.S. Specials with/without any outcoating suchas distance pieces, straps, bends tapers, on prepared beddingin trenches including marginal cutting wherever required,

assembling, tack welding the same. The rate to includeloading, unloading, hoisting, etc. complete as specified and asdirected by Engineer in Charge.

5 mm. to 8 mm thick plate.a) Upto 250 mm dia pipe Rs/MT 1545.00b) Above 250 mm upto 500 mm dia pipe. Rs/MT 1947.00c) Above 500 mm upto 750 mm dia pipe. Rs/MT 1954.00d) Above 750 mm upto 1000 mm dia pipe. Rs/MT 2479.00e) Above 1000 mm upto 1250 mm dia pipe. Rs/MT 2619.00

HE-2-9

Transporting within 500 meters, laying in position to the correctline and level, M.S. pipes with/without any outcoating onprepared bedding in trenches including marginal cuttingwherever required, assembling, tack welding the same. Therate to include loading, unloading, hoisting, etc. complete asspecified and as directed by Engineer in Charge.Above 8 mm Upto 12 mm thick plate.

a) Above 750 mm upto 1000 mm dia pipe Rs/MT 1784.00b) Above 1000 mm upto 1250 mm dia pipe. Rs/MT 1733.00

. .d) Above 1500 mm upto 1750 mm dia pipe. Rs/MT 1706.00e) Above 1750 mm upto 2000 mm dia pipe. Rs/MT 1921.00

HE-2-10

Transporting within 500 meters, laying in position to the correctline and level, M.S. Specials with/without any outcoating suchas distance pieces, straps, bends tapers, on prepared beddingin trenches including marginal cutting wherever required,assembling, tack welding the same. The rate to includeloading, unloading, hoisting, etc. complete as specified and asdirected by Engineer in Charge.5 mm. to 8 mm thick plate.

a) Upto 250 mm dia pipe Rs/Rmt 48.00b) Above 250 mm upto 500 mm dia pipe. Rs/Rmt 161.00c) Above 500 mm upto 750 mm dia pipe. Rs/Rmt 233.00d) Above 750 mm upto 1000 mm dia pipe. Rs/Rmt 320.00e) Above 1000 mm upto 1250 mm dia pipe. Rs/Rmt 634.00


8/10/2019 SOR_HE_2013

28/134

H E Sc h e d u l e 2 0 1 3

Se c t i o n 2

ITEMCODE


Rs

HE-2-11

Transporting within 500 meters, laying in position to the correctline and level, M.S. Specials with/without any outcoating suchas distance pieces, straps, bends tapers, on prepared bedding

in trenches including marginal cutting wherever required,assembling, tack welding the same. The rate to includeloading, unloading, hoisting, etc. complete as specified and asdirected by Engineer in Charge.Above 8 mm Upto 12 mm thick plate.

a) Above 750 mm upto 1000 mm dia pipe Rs/Rmt 454.00b) Above 1000 mm upto 1250 mm dia pipe. Rs/Rmt 599.00c) Above 1250 mm upto 1500 mm dia pipe. Rs/Rmt 843.00d) Above 1500 mm upto 1750 mm dia pipe. Rs/Rmt 1065.00e) Above 1750 mm upto 2000 mm dia pipe. Rs/Rmt 1287.00

HE-2-12

Field welding in all position with required number of runs, for M.S. pipes internally and/or externally including gauzingwherever necessary, fixing appurtenances and other accessories in connection of pipe laying work as per specification etc complete as specified and as directed byEngineer in Charge.Butt Jointing

a) 4 mm plate thickness Rs/Rmt 278.00b) 5 mm plate thickness Rs/Rmt 427.00c) 6 mm plate thickness Rs/Rmt 940.00

s m .e) 8 mm plate thickness Rs/Rmt 1249.00f) 10 mm plate thickness Rs/Rmt 1696.00g) 12 mm plate thickness Rs/Rmt 1636.00

HE-2-13

Field welding in all position with required number of runs, for M.S. pipes internally and/or externally including gauzingwherever necessary, fixing appurtenances and other accessories in connection of pipe laying work as per specification etc complete as specified and as directed byEngineer in Charge.Lap Jointing with convex fillet weld

a) Leg length 5mm Rs/Rmt 312.00b) Leg length 6mm Rs/Rmt 401.00

c) Leg length 8mm Rs/Rmt 534.00d) Leg length 10mm Rs/Rmt 534.00e) Leg length 12mm Rs/Rmt 874.00

HE-2-14Gas cutting (either square cut or V cut) pipes, plates etc.complete as specified and as directed by Engineer in Charge.of following thickness

a) up to 5 mm Rs/Rmt 115.00b) above 5 mm up to 10 mm Rs/Rmt 166.00


8/10/2019 SOR_HE_2013

29/134

H E Sc h e d u l e 2 0 1 3

Se c t i o n 2

ITEMCODE


Rs

c) above 10 mm up to 14 mm Rs/Rmt 221.00d) above 14 mm up to 18 mm Rs/Rmt 304.00e) above 18 mm up to 22 mm Rs/Rmt 478.00f) above 22 mm up to 25 mm Rs/Rmt 689.00

HE-2-15Gas cutting holes up to 50 mm. dia. (for plugs) thickness of shell

a) 5 mm to 12 mm Each 138.00b) above 12 mm Each 199.00

HE-2-16

Providing and fixing MS frame and cover with its completeassembly including supply and fixing of the same etc completefor sluice valve, butterfly valves and kinetic air valves chambersas directed and as specified by Engineer In charge. The MS

plate used for the cover shall be 20 mm thick. The new MScover shall have anti skid arrangement. The anti skidarrangement shall be provided of 4mm thick MS flats of specified mm width and 300 mm center to center by continuouslap welding. \Following are the Standard weights of MS frameand cover with its complete assembly with anti skidarrangement. NOTE: Tolerance of +/- 5% of mentionedstandard weights acceptable. 300x300mm = 23Kg300x600 mm = 47 Kg

x mm = g600x1200 mm = 186 Kg900x1200 mm = 281 Kg1200x1500 mm = 465 Kg1500x1800 mm = 694 Kg

Rs./Kg 76.00


8/10/2019 SOR_HE_2013

30/134

H E Sc h e d u l e 2 0 1 3

Se c t i o n 2

ITEMCODE


Rs

HE-2-17

Removing of existing MS frame and cover and replacing it withnew MS frame and cover with its complete assembly includingsupply and fixing of the same etc complete as directed andspecified by Engineer In charge. The MS plate used for the

cover shall be 20 mm thick. The new MS cover shall have antiskid arrangement. The anti skid arrangement shall be providedby welding 4mm thick MS flats of specified width and 300 mmcenter to center.300x300 mm = 23Kg300x600 mm = 47 Kg600x900 mm = 138 Kg600x1200 mm = 186 Kg900x1200 mm = 281 Kg1200x1500 mm = 465 Kg1500x1800 mm = 694 KgNote : (1) Rebate for old removed MS frame and cover is

considered in this item. (2) Tolerance of +/- 5% of mentionedstandard weights shall be acceptable.Rs./Kg 56.00


8/10/2019 SOR_HE_2013

31/134

HE SCHEDULE 2013


Chapter -3

Valves

8/10/2019 SOR_HE_2013

32/134

HE SCHEDULE 2013SECTION 3

ITEM

CODEITEM DESCRIPTION UNIT RATE IN Rs

HE -3-1

Supplying, Loading, transporting on site, unloading, ISI markGlandless Doubled Flanged sluice valves of PN 1.0

conforming to IS - 14846 along with its completeappurtenances (i.e. including two nos. of tail pieces) & nuts,bolts, washers, packings etc., stacking the same as directedon site/in store as directed by the site Engineer for followingdiameters. Note : Sluice valves and all other materialssupplied shall be as per the acceptance criteria of MCGM asgiven in specification.

a) 80 mm. Each 14415.00b) 100 mm. Each 18938.00c) 125 mm. Each 22799.00d) 150 mm Each 28170.00e) 200 mm. Each 45953.00f) 250 mm. Each 61998.00g) 300 mm Each 75730.00

HE-3-2

Supplying, Loading, transporting on site, unloading, ISI markGlandless Doubled Flanged sluice valves of PN 1.6conforming to IS - 14846 along with its completeappurtenances (i.e. including two nos. of tail pieces) & nuts,bolts, washers, packings etc., stacking the same as directedon site/in store as directed by the site Engineer for followingdiameters. Note : (1) Sluice valves and all other materialssupplied shall be as per the acceptance criteria of MCGM asgiven in specification.


HE-3-3

Loading, transporting on site, unloading sluice valves with itscomplete appurtenances & dismantling joints, nuts, bolts,washers etc. from any municipal stores in Greater Mumbai,stacking the same as directed on site, hoisting, lowering andpositioning the same in true plumb and level with tapers,saddles, branches, flanges etc. on CI / DI or MS water mainsfor following diameters.

a) 80 mm. Each 2005.00

SECTION 3


8/10/2019 SOR_HE_2013

33/134


ITEM


b) 100 mm. Each 2005.00c) 125 mm. Each 2273.00d) 150 mm. Each 2273.00e) 200 mm. Each 2566.00f) 250 mm. Each 3019.00g) 300 mm. Each 3019.00

HE-3-4

Supplying, Loading, transporting on site, unloading, ISI markGlandless, Double Flanged sluice valves of PN 1.0conforming to IS - 14846 without Bevel gear arrangementalong with its complete appurtenances (i.e. including two nos.of tail pieces) & nuts, bolts, washers, packings etc., stackingthe same as directed on site, hoisting, lowering andpositioning the same in true plumb and level with tapers,saddles, flanges, etc. on CI / DI or MS water mains and for PEpipes along with Long Neck PE and flange for followingdiameters. Note : Sluice valves and all other materialssupplied shall be as per the acceptance criteria of MCGM asgiven in specification.


HE-3-5

Supplying, Loading, transporting on site, unloading, ISI markGlandless, Double Flanged sluice valves of PN 1.6conforming to IS - 14846 without Bevel gear arrangementalong with its complete appurtenances (i.e. including two nos.of tail pieces) & nuts, bolts, washers, packings etc., stackingthe same as directed on site, hoisting, lowering andpositioning the same in true plumb and level with tapers,saddles, flanges, etc. on CI / DI or MS water mains and for PEpipes along with Long Neck PE and flange for followingdiameters. Note : (1) Sluice valves and all other materialssupplied shall be as per the acceptance criteria of MCGM asgiven in specification.

a) 80 mm. Each 16377.00b) 100 mm. Each 21069.00c) 125 mm. Each 25197.00d) 150 mm Each 30615.00e) 200 mm Each 49640.00f) 250 mm. Each 67680.00g) 300 mm. Each 81137.00


8/10/2019 SOR_HE_2013

34/134


ITEM


HE-3-6

Supplying, Loading, transporting on site, unloading, ISI markGlandless, Double Flanged sluice valves of PN 1.0conforming to IS - 14846 without Bevel gear arrangementalong with its complete appurtenances (i.e. including two nos.of tail pieces) & nuts, bolts, washers, packings etc., stackingthe same as directed on site, hoisting, lowering andpositioning the same in true plumb and level with tapers,saddles, flanges, etc. on live mains on CI / DI or MS water mains and for PE pipes along with Long Neck PE and flangefor following diameters. Note : Sluice valves and all other materials supplied shall be as per the acceptance criteria of MCGM as given in specification.

a) 80 mm. Each 20647.00b) 100 mm. Each 25614.00

c) 125 mm. Each 29571.00d) 150 mm Each 34943.00e) 200 mm. Each 52875.00f) 250 mm. Each 69109.00g) 300 mm. Each 83088.00

HE-3-7

Supplying, Loading, transporting on site, unloading, ISI markGlandless, Double Flanged sluice valves of PN 1.6conforming to IS - 2906/ 14846 without Bevel gear arrangement along with its complete appurtenances (i.e.including two nos. of tail pieces) & nuts, bolts, washers,packings etc., stacking the same as directed on site, hoisting,

lowering and positioning the same in true plumb and levelwith tapers, saddles, flanges, etc. on live mains on CI / DI or MS water mains and for PE pipes along with Long Neck PEand flange for following diameters. Note : (1) Sluice valvesand all other materials supplied shall be as per theacceptance criteria of MCGM as given in specification.

a) 80 mm. Each 21185.00b) 100 mm. Each 26222.00c) 125 mm. Each 30187.00d) 150 mm Each 35604.00e) 200 mm Each 54630.00

f) 250 mm. Each 72079.00g) 300 mm. Each 85535.00


8/10/2019 SOR_HE_2013

35/134


ITEM


HE-3-8

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.0 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances and flangeadapters, nuts, bolts, washers, packings etc. stacking the

same as directed on site for following diameters. (Manuallyoperated). The flange adapter used here conforms to AWWAC-219. Note : Butterfly valves, flange adapters and all other materials shall be supplied as per the acceptance criteria of MCGM as given in specification.

a) 300 mm Each 152069.00b) 450 mm. Each 210005.00c) 600 mm. Each 306927.00d) 750 mm. Each 445783.00e) 900 mm. Each 600682.00f) 1200 mm. Each 1368253.00g) 1350 mm Each 1792060.00h) 1500 mm Each 2245954.00i) 1800 mm Each 3438236.00

j) 2200 mm Each 6427693.00k) 2400 mm Each 8630404.00

HE-3-9

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.6 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances and flangeadapters, nuts, bolts, washers, packings etc. stacking thesame as directed on site for following diameters. (Manuallyoperated). The flange adapter used here conforms to AWWAC-219. Note :(1) Butterfly valves, flange adapters and all other materials shall be supplied as per the acceptance criteria of MCGM as given in specification.

a) 300 mm Each 185551.00b) 450 mm. Each 252848.00c) 600 mm. Each 370846.00d) 750 mm. Each 535368.00e) 900 mm. Each 724177.00f) 1200 mm. Each 1658559.00g) 1350 mm Each 2172062.00

h) 1500 mm Each 2720166.00i) 1800 mm Each 4196865.00

j) 2200 mm Each 7865012.00k) 2400 mm Each 10497537.00


8/10/2019 SOR_HE_2013

36/134


ITEM


HE-3-10

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.0 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances stacking thesame as directed on site for following diameters. (Manually

operated) Note : Butterfly valves and all other materials shallbe supplied as per the acceptance criteria of MCGM as givenspecification.


j) 2200 mm Each 4757512.00k) 2400 mm Each 5743208.00

HE-3-11

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.6 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances stacking thesame as directed on site for following diameters. (Manuallyoperated). Note :(1) Butterfly valve and all other materialsshall be supplied as per the acceptance criteria of MCGM asgiven in specification.


j) 2200 mm Each 5944303.00k) 2400 mm Each 717725.00

HE-3-12

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.0 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances and flangeadaptors, nuts, bolts, washers, packings etc. stacking thesame as directed on site for following diameters. (Electricallyoperated). The flange adapter used here conforms to AWWAC-219. Note : Butterfly valves, flange adaptors and all other materials shall be supplied as per the acceptance criteria of MCGM as given in the specification.


8/10/2019 SOR_HE_2013

37/134


ITEM



j) 2200 mm Each 6609009.00k) 2400 mm Each 8811719.00

HE-3-13

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.6 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances and flangeadaptors, nuts, bolts, washers, packings etc. stacking thesame as directed on site for following diameters. (Electricallyoperated). The flange adapter used here conforms to AWWAC-219. Note :(1) Butterfly valves, flange adapters and all other materials shall be supplied as per the acceptance criteria of MCGM as given in specification.

a) 300 mm Each 367544.00b) 450 mm. Each 435367.00c) 600 mm. Each 554418.00d) 750 mm. Each 721197.00e) 900 mm. Each 905492.00

f) 1200 mm. Each 1839874.00g) 1350 mm Each 2353377.00h) 1500 mm Each 2901481.00i) 1800 mm Each 4378180.00

j) 2200 mm Each 8046327.00k) 2400 mm Each 10678852.00

HE-3-14

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.0 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances stacking thesame as directed on site for following diameters. (Electricallyoperated) Note : Butterfly valves and all other materials shall

be supplied as per the acceptance criteria of MCGM as givenin the specification.

a) 300 mm Each 285733.00b) 450 mm. Each 302442.00c) 600 mm. Each 368751.00d) 750 mm. Each 423898.00e) 900 mm. Each 536592.00f) 1200 mm. Each 1053734.00


8/10/2019 SOR_HE_2013

38/134


ITEM


g) 1350 mm Each 1319113.00h) 1500 mm Each 1584493.00i) 1800 mm Each 2627881.00

j) 2200 mm Each 4938827.00k) 2400 mm Each 5924524.00

HE-3-15

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.6 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances stacking thesame as directed on site for following diameters. (Electricallyoperated) Note : (1) Butterfly valves and all other materialsshall be supplied as per the acceptance criteria of MCGM asgiven in the specification.


j) 2200 mm Each 6125619.00k) 2400 mm Each 7358563.00

HE -3-16

Supplying, loading, transporting on site, unloading butterfly

valves of PN 1.0 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances and flangeadaptors, nuts, bolts, washers, packings etc. stacking thesame as directed on site, hoisting, lowering and positioningthe same in true plumb and level with tappers, saddles,branches flanges etc. on CI / DI or MS water mains and for PE pipes along with Long Neck PE and flange for followingdiameters. (Manually operated). The flange adapter usedhere conforms to AWWA C-219. Note : Butterfly valves,flange adaptors and all other materials shall be supplied asper the acceptance criteria of MCGM as given in specification.



8/10/2019 SOR_HE_2013

39/134


ITEM


j) 2200 mm Each 6436218.00k) 2400 mm Each 8638928.00

HE -3-17

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.6 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances and flangeadaptors, nuts, bolts, washers, packings etc. stacking thesame as directed on site, hoisting, lowering and positioningthe same in true plumb and level with tappers, saddles,branches flanges etc. on CI / DI or MS water mains and for PE pipes along with Long Neck PE and flange for followingdiameters. (Manually operated). The flange adapter usedhere conforms to AWWA C-219. Note : (1) Butterfly valves,flange adaptors and all other materials shall be supplied asper the acceptance criteria of MCGM as given in specification.


j) 2200 mm Each 7873536.00k) 2400 mm Each 10506061.00

HE-3-18

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.0 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances and flangeadaptors, nuts, bolts, washers, packings etc. stacking thesame as directed on site, hoisting, lowering and positioningthe same in true plumb and level with tappers, saddles,branches flanges etc. on CI / DI or MS water mains and for PE pipes along with Long Neck PE and flange for followingdiameters. (Electrically operated) Note : Butterfly valves,flange adaptors and all other materials shall be supplied asper the acceptance criteria of MCGM as given in specification

a) 300 mm Each 341064.00b) 450 mm. Each 398324.00c) 600 mm. Each 494794.00d) 750 mm. Each 633596.00e) 900 mm. Each 784383.00f) 1200 mm. Each 1553191.00g) 1350 mm Each 1979527.00


8/10/2019 SOR_HE_2013

40/134


ITEM


h) 1500 mm Each 2433421.00i) 1800 mm Each 3629498.00

j) 2200 mm Each 6618956.00k) 2400 mm Each 8821667.00

HE-3-19

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.6 conforming to AWWA C-504 in SGI- IS1865(Grade 500/7) material with appurtenances and flangeadaptors, nuts, bolts, washers, packings etc. stacking thesame as directed on site, hoisting, lowering and positioningthe same in true plumb and level with tappers, saddles,branches flanges etc. on CI / DI or MS water mains and for PE pipes along with Long Neck PE and flange for followingdiameters. (Electrically operated). The flange adapter usedhere conforms to AWWA C-219. Note : (1) Butterfly valves,flange adaptors and all other materials shall be supplied as

per the acceptance criteria of MCGM as given in specification.


j) 2200 mm Each 8056275.00k) 2400 mm Each 10688799.00

HE-3-20

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.0 with appurtenances, nuts, bolts, washers,packings etc. stacking the same as directed on site, hoisting,lowering and positioning the same in true plumb and levelwith tappers, saddles, branches flanges etc. on CI / DI or MSwater mains and for PE pipes along with Long Neck PE andflange (Manually operated). Note : Butterfly valves and allother materials shall be supplied as per the acceptancecriteria of MCGM as given in specification.

a) 300 mm Each 112324.00b) 450 mm. Each 128807.00c) 600 mm. Each 194740.00d) 750 mm. Each 251682.00e) 900 mm. Each 362119.00f) 1200 mm. Each 875696.00g) 1350 mm Each 1141421.00h) 1500 mm Each 1409330.00


8/10/2019 SOR_HE_2013

41/134


ITEM


i) 1800 mm Each 2452718.00 j) 2200 mm Each 4767459.00k) 2400 mm Each 5753156.00

HE-3-21

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.6 with appurtenances, nuts, bolts, washers,packings etc. stacking the same as directed on site, hoisting,lowering and positioning the same in true plumb and levelwith tappers, saddles, branches flanges etc. on CI / DI or MSwater mains and for PE pipes along with Long Neck PE andflange (Manually operated) Note : (1) Butterfly valves and allother materials shall be supplied as per the acceptancecriteria of MCGM as given in specification.


j) 2200 mm Each 5954251.00k) 2400 mm Each 7187195.00

HE-3-22

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.0 with appurtenances, nuts, bolts, washers,packings etc. stacking the same as directed on site, hoisting,lowering and positioning the same in true plumb and levelwith tappers, saddles, branches flanges etc. on CI / DI or MSwater mains and for PE pipes along with Long Neck PE andflange (Electrically operated). Note : Butterfly valves and allother materials shall be supplied as per the acceptancecriteria of MCGM as given in specification.


j) 2200 mm Each 4948775.00k) 2400 mm Each 5934471.00


8/10/2019 SOR_HE_2013

42/134


ITEM


HE-3-23

Supplying, loading, transporting on site, unloading butterflyvalves of PN 1.6 with appurtenances, nuts, bolts, washers,packings etc. stacking the same as directed on site, hoisting,lowering and positioning the same in true plumb and level

with tappers, saddles, branches flanges etc. on CI / DI or MSwater mains and for PE pipes along with Long Neck PE andflange (Electrically operated). The flange adapter used hereconforms to AWWA C-219. Note : (1) Butterfly valves and allother materials shall be supplied as per the acceptancecriteria of MCGM as given in specification.


j) 2200 mm Each 6135566.00k) 2400 mm Each 7368511.00

HE-3-24

Supplying, loading, transporting on site, unloading Flange Adapter of PN 1.0 conforming AWWA C-219 withappurtenances, nuts, bolts, washers, packings etc. stackingthe same as directed on site for following diameters.


j) 2200 mm Each 1678807.00k) 2400 mm Each 2895821.00

HE-3-25

Supplying, loading, transporting on site, unloading flangeadaptors of PN 1.6 conforming AWWA C-219 withappurtenances nuts, bolts, washers, packings etc. stackingthe same as directed on site for following diameters.

a) 300 mm Each 55398.00b) 450 mm. Each 102238.00c) 600 mm. Each 137368.00


8/10/2019 SOR_HE_2013

43/134


ITEM


d) 750 mm. Each 232267.00e) 900 mm. Each 278103.00f) 1200 mm. Each 571648.00g) 1350 mm Each 754557.00h) 1500 mm Each 973505.00i) 1800 mm Each 1149046.00

j) 2200 mm Each 1929334.00k) 2400 mm Each 3328914.00

HE-3-26

Supplying, loading, transporting on site, unloading flangeadaptors of PN 1.0 conforming AWWA C-219 withappurtenances, nuts, bolts, washers, packings etc. stackingthe same as directed on site, hoisting, lowering andpositioning the same in true plumb and level with tappers,saddles, branches flanges etc. on CI / DI or MS water mainsand for PE pipes


j) 2200 mm Each 1680158.00k) 2400 mm Each 2897172.00

HE-3-27

Supplying, loading, transporting on site, unloading flangeadaptors of PN 1.6 conforming AWWA C-219 withappurtenances, nuts, bolts, washers, packings etc. stackingthe same as directed on site, hoisting, lowering andpositioning the same in true plumb and level with tappers,saddles, branches flanges etc. on CI / DI or MS water mainsand for PE pipes.

a) 300 mm Each 59523.00b) 450 mm. Each 106363.00c) 600 mm. Each 143987.00d) 750 mm. Each 238671.00

e) 900 mm. Each 284507.00f) 1200 mm. Each 577693.00g) 1350 mm Each 759883.00h) 1500 mm Each 979168.00i) 1800 mm Each 1150397.00

j) 2200 mm Each 1930685.00k) 2400 mm Each 3330265.00


8/10/2019 SOR_HE_2013

44/134


ITEM


HE-3-28

Supplying, transporting unloading on site Tamper proof Kinetic Air valves of PN 1.0with nuts, bolts, washers etcstacking the same as directed on site/ in store as directed bythe site engineer. Note : Kinetic air valves and all other

materials shall be supplied as per the acceptance criteria of MCGM as given in specification.

a) 50 mm. Each 20783.00b) 80 mm. Each 28695.00c) 100 mm Each 44357.00d) 150 mm. Each 68258.00e) 200 mm. Each 86070.00

HE-3-29

Supplying, transporting unloading on site Tamper proof Kinetic Air valves of PN 1.6 with nuts, bolts, washers etcstacking the same as directed on site/ in store as directed bythe site engineer. Note : Kinetic air valves and all other materials shall be supplied as per the acceptance criteria of MCGM as given in specification.

a) 50 mm . Each 20783.00b) 80 mm. Each 28695.00c) 100 mm Each 44357.00d) 150 mm. Each 68258.00e) 200 mm. Each 86070.00

HE-3-30

Supplying, transporting on site and fixing Tamper proof Kinetic Air valves of PN 1.0 conforming to AWWA C-512 withsluice valves (double port) with nuts, bolts, washersetc.including making holes in the main and fixing saddlepieces,etc.complete. Note : Kinetic air valves with sluicevalves (double port) and all other materials shall be suppliedas per the acceptance criteria of MCGM as given inspecification

a) 50 mm . Each 34021.00b) 80 mm. Each 44958.00c) 100 mm Each 64480.00d) 150 mm. Each 96969.00e) 200 mm. Each 131501.00

HE-3-31

Supplying, transporting on site and fixing Tamper proof

Kinetic Air valves of PN 1.6 conforming to AWWA C-512 withsluice valves (double port) with nuts, bolts, washersetc.including making holes in the main and fixing saddlepieces,etc.complete. Note : (1) Kinetic air valves with sluicevalves (double port) and all other materials shall be suppliedas per the acceptance criteria of MCGM as given inspecification.

a) 50 mm . Each 34021.00b) 80 mm. Each 45497.00


8/10/2019 SOR_HE_2013

45/134


ITEM


c) 100 mm Each 65088.00d) 150 mm. Each 97631.00e) 200 mm. Each 133256.00


8/10/2019 SOR_HE_2013

46/134

HE SCHEDULE 2013


Chapter -4

Cross Connection Works

8/10/2019 SOR_HE_2013

47/134

H E Sc h e d u l e 2 0 1 3

SECTION 4

ITEM


HE-4-1

Making connection on live CI/DI main of various sizes includingcutting of pipes with pipe cutting machine, providing & fixing, DIpipe upto 1 M. length of distance peice on live main , specialssuch as tee & collar,jointing the pipes with mechanical joint asper IS 13382 / 1992 sealing with rubber gasket of SBR, withcast iron follower gland and mild steel zinc coated nut boltssuitable for CI/DI pipe, pumping out body water, etc complete inall respect as directed by Engineer in Charge Note : (1) Therequired excavation, shoring, encasement in cement concrete,any pipe/specials/sluice valve provided beyond Tee will bepaid separately under relevant items. Note : (2) Rebate for salvation cost of old pipe has been considered and old pipesshall be removed by the contractors as directed.

a) 80 mm x 80 mm connection Each 8515.00b) 100 mm x 80 mm connection Each 8201.00c) 100 mm x 100 mm connection Each 9750.00d) 150 mm x 80 mm connection Each 13076.00e) 150 mm x 100 mm connection Each 11567.00f) 150 mm x 150 mm connection Each 14873.00g) 250 mm x 80 mm connection Each 22004.00h 250 mm x 100 mm connection Each 21869.00i) 250 mm x 150 mm connection Each 23742.00

j) 250 mm x 250 mm connection Each 26736.00k) 300 mm x 80 mm connection Each 27290.00

l) 300 mm x 100 mm connection Each 27474.00m) 300 mm x 150 mm connection Each 39019.00n) 300 mm x 250 mm connection Each 34391.00o) 300 mm x 300 mm connection Each 36495.00

HE-4-2

Making connection on live CI/DI main of various sizes includingcutting of pipes with pipe cutting machine, providing & fixing, DIpipe upto 1 M. length of distance peice on live main , specialssuch as tee & collar. (suitable for lead joint), jointing the pipeswith lead joint and removing body water etc complete in allrespect as directed by Engineer in Charge. Note : (1) Therequired excavation, shoring, encasement in cement concrete,

any pipe/specials/sluice valve provided beyond Tee will bepaid separately under relevant items. Note : (2) Rebate for salvation cost of old pipe has been considered and old pipesshall be removed by the contractors as directed.

a 80 mm x 80 mm, Each 8077.00b) 100 mm x 100 mm, Each 9235.00

SECTION 4


8/10/2019 SOR_HE_2013

48/134

H E Sc h e d u l e 2 0 1 3

SECTION 4

ITEM


c) 150 mm x 80 mm, Each 10565.00d) 150 mm x 100 mm, Each 10686.00e) 150 mm x 150 mm, Each 12988.00f) 250 mm x 80 mm, Each 20741.00g) 250 mm x 100 mm, Each 20987.00h) 250 mm x 150 mm, Each 21226.00i) 250 mm x 250 mm, Each 23355.00

j) 300 mm x 80 mm, Each 26552.00k) 300 mm x 100 mm, Each 26714.00l 300 mm x 150 mm, Each 27344.00

m) 300 mm x 250 mm, Each 29166.00n) 300 mm x 300 mm Each 30096.00

HE-4-3

Making connection on live CI/DI water main of various sizes,including cutting of pipes with cutting machine, providing &fixing, DI pipe upto 1 M. length of branch pipe, specials such assaddles, bends, distance pieces, flanges, collars etc. (suitablefor lead joint), jointing the pipes with lead joint and pumping outbody water etc complete in all respect as directed by Engineer in Charge. Note : (1) The required excavation, shoring,encasement in cement concrete & sluice valve will be paidseparately under relevant items.

a) 450 mm x 80 mm Each 21895.00b) 450 mm x 100 mm Each 26579.00c) 450 mm x 150 mm Each 31272.00d 600 mm x 80 mm Each 21943.00e) 600 mm x 100 mm Each 26651.00

f)600 mm x 150 mm

Each31377.00

g) 600 mm x 250 mm Each 46567.00h) 750 mm x 80 mm Each 25403.00i) 750 mm x 100 mm Each 30145.00

j) 750 mm x 150 mm Each 34930.00k) 750 mm x 250 mm Each 56403.00l) 750 mm x 300 mm Each 63383.00

m) 900 mm x 80 mm Each 28904.00n) 900 mm x 100 mm Each 33670.00o) 900 mm x 150 mm Each 38489.00p) 900 mm x 250 mm Each 65196.00

900 mm x 300 mm Each 66594.00

r) 1200 mm x 80 mm Each 32067.00s) 1200 mm x 100 mm Each 36891.00t) 1200 mm x 150 mm Each 41803.00u) 1200 mm x 250 mm Each 63092.00v) 1200 mm x 300 mm Each 70210.00w) 1200 mm x 450 mm Each 118380.00


8/10/2019 SOR_HE_2013

49/134

H E Sc h e d u l e 2 0 1 3

SECTION 4

ITEM


HE-4-4

Making connection on live CI/DI water main of various sizes,including cutting of pipes with cutting machine, providing &fixing DI pipe upto 1 M. length, specials such as tees, bends,distance pieces, flanges, collars etc. (suitable for lead joint),

jointing the pipes with lead joint and pumping out body water etc

complete in all respect as directed by Engineer in Charge. Note: (1) The required excavation, shoring, encasement in cementconcrete & sluice valve will be paid separately under relevantitems. Note : (2) Rebate for salvation cost of old pipe has beenconsidered and old pipes Shall be removed by the contractorsas directed.

a) 450 x 250 Each 40980.00b) 450 x 300 Each 44249.00c) 450 x 450 Each 63884.00d) 600 x 300 Each 53720.00e) 600 x 450 Each 67681.00

f 600 x 600 Each 83306.00g) 750 x 450 Each 85983.00h) 750 x 600 Each 101837.00i) 750 x 750 Each 126692.00

j) 900 x 450 Each 95500.00k) 900 x 600 Each 111186.00l) 900 x 750 Each 135774.00

m) 900 x 900 Each 168041.00n) 1200 x 600 Each 142075.00o) 1200 x 750 Each 168054.00p) 1200 x 900 Each 194637.00q) 1200 x 1200 Each 259423.00

HE-4-5

Making connection on live MS water main of various sizes,including cost of cutting, supplying, loading, transporting on site,unloading, lowering in trenches, assembling of required MSspecials, MS pipe and jointing the pipes / specials etc. with buttand lap welding joint, removing body water etc complete in allrespect as directed by Engineer in Charge. For following sizes.Note : (1) The required excavation, shoring, encasement incement concrete & supply and fixing of sluice valve will be paidseparately under relevant item.

a) 450 x 80 Each 12356.00b) 450 x 150 Each 14734.00c) 450 x 250 Each 17905.00d) 450 x 300 Each 19776.00e) 450 x 450 Each 32470.00f 600 x 80 Each 12090.00g) 600 x 150 Each 14839.00h) 600 x 250 Each 18079.00i) 600 x 300 Each 19983.00


8/10/2019 SOR_HE_2013

50/134

8/10/2019 SOR_HE_2013

51/134

H E Sc h e d u l e 2 0 1 3

SECTION 4

ITEM


bf) 1800 x 150 Each 51213.00bg) 1800 x 250 Each 55396.00bh) 1800 x 300 Each 57571.00bi) 1800 x 450 Each 66975.00b j) 1800 x 600 Each 72728.00b k) 1800 x 750 Each 116990.00bl) 1800 x 900 Each 126939.00

b m) 1800 x 1200 Each 156904.00bn) 1800 x 1450 Each 175742.00bo 1800 x 1500 Each 180392.00bp) 1800 x 1800 Each 209150.00

HE-4-6

Diversion of live CI/DI water mains with CI/MS pipes andspecials, including cost of supplying, loading, transporting onsite, unloading, lowering in trenches, assembling of DI K9Class pipes / specials upto 2 M. length and MS pipes / specialsupto 2 M. length on either side, of required diameter and jointingof CI or MS pipes or specials etc. with spun yarn and moltenlead, including caulking etc complete in all respect as directedby Engineer in Charge & including cost of lead for followingdiameters. Note : (1) The required excavation, shoring,encasement in cement concrete & sluice valve will be paidseparately under relevant items. Note : (2) Rebate for salvationcost of old pipe has been considered and old pipes Shall beremoved by the contractors as directed.

a) 80 mm dia. Rmt 1869.17

b) 100 mm dia. Rmt 2024.00c) 150 mm dia. Rmt 2610.33d) 250 mm dia. Rmt 3753.00e) 300 mm dia. Rmt 4245.50

HE-4-7

Discarding the existing live CI/DI/ MS water main by pluggingthe same including cost of pipes and specials, Supplying,loading, transporting on site, unloading, lowering in trenches,assembling the CI / MS pipes / specials of required diameter,etc. complete including cost of mechanical cap or and with spunyarn and molten lead including caulking etc complete in allrespect as directed by Engineer in Charge & including cost of

lead for following diameters. The cost of item is for plugging thewater main on either side at one location. Note : (1) Therequired excavation, shoring, encasement in cement cementconcrete & sluice valve will be paid separately under relevantitems. Note : (2) Rebate for salvation cost of old pipe has beenconsidered and old pipes Shall be removed by the contractorsas directed.


8/10/2019 SOR_HE_2013

52/134

H E Sc h e d u l e 2 0 1 3

SECTION 4

ITEM


a) 80 mm dia. Each 6513.00b) 100 mm dia. Each 7250.00c) 150 mm dia. Each 9556.00d) 250 mm dia. Each 14607.00e) 300 mm dia. Each 20458.00f) 450 mm dia. Each 42058.00

HE-4-8

Cutting and Removing of the existing CI/DI pipe section fromtrenches etc complete in all respect as directed by Engineer inCharge. Note : (1) The required excavation, shoring, breakingof encasement in cement cement concrete will be paidseparately under relevant items. Note : (2) Rebate for salvationcost of old pipe has been considered and old pipes may beremoved by the contractors as directed. Final Rate for item isexclusive of salvation cost of the pipe, salvation cost of pipesection to be removed is worked out, the same is to besubtracted form the total item cost wherever applicable.(3) The

amount required for dewatering and plugging of mains in caseof live mains will be paid separately wherever applicable.

a) 80 mm. Rmt 119.00b) 100 mm. Rmt 132.00c) 150 mm. Rmt 149.00d) 200 mm. Rmt 170.00e) 250 mm. Rmt 228.00f) 300 mm. Rmt 239.00g) 350 mm. Rmt 252.00h) 400 mm. Rmt 277.00i) 450 mm. Rmt 339.00

j) 500 mm. Rmt 381.00k) 600 mm. Rmt 508.00l) 700 mm. Rmt 632.00

m) 750 mm. Rmt 789.00n) 800 mm Rmt 1627.00o) 900 mm Rmt 2441.00p) 1000 mm Rmt 3051.00q) 1100 mm Rmt 4068.00r) 1200 mm Rmt 5350.00s) 1300 mm Rmt 6688.00

t) 1400 mm Rmt 8917.00u) 1500 mm Rmt 8917.00v) 1600 mm Rmt 13375.00w) 1700 mm Rmt 13375.00x) 1800 mm Rmt 13375.00


8/10/2019 SOR_HE_2013

53/134

H E Sc h e d u l e 2 0 1 3

SECTION 4

ITEM


HE-4-9

Making connection on live HDPE/ MDPE main of various sizesincluding cutting of pipes with hack saw/ pipe cutting machine,providing & fixing specials such as electrofusion equal tee, longneck pipe( Butt welded) and includes pumping out body water,etc complete in all respect as directed by Engineer in

Charge.The jointing of tee shall be done by using electrofusionmethod of jointing. All the electrofusion products shall comply toISO 8085-3 and shall be of SDR 11 rating. The long neck pipeshall be jointed by butt welding method. Note : (1) Therequired excavation, shoring, any pipe/specials/ reducersprovided beyond Long neck pipe will be paid separately under relevant items. Note : (2) Rebate for salvation cost of old pipehas been considered and old pipes shall be removed by thecontractors as directed.

a) 315 mm Each 41666.00

b)250 mm

Each 27174.00c) 160 mm Each 11379.00d) 110 mm Each 6968.00e) 90 mm Each 6032.00


8/10/2019 SOR_HE_2013

54/134

HE SCHEDULE 2013

8/10/2019 SOR_HE_2013

55/134

HE SCHEDULE 2013


Chapter -5

GRP Pipes, Fittings & Specials

8/10/2019 SOR_HE_2013

56/134

8/10/2019 SOR_HE_2013

57/134

H E Sc h e d u l e 2 0 1 3

SECTION 5

ITEM

CODEITEM DESCRIPTION UNIT

RATE IN

Rs

q 2400 mm dia. Rmt 817.00

HE-5-3

Supplying, loading, transporting on site, unloading lowering andLaying in trenches, assembling and jointing of GRP pipes ConformingIS :12709 suitable for 6 kg / Sq.cm pressure rating, including reka

coupling joints for following diameters. The item also includes testingof water main after laying, up to 6 kg/sq.cm pressure etc Complete inall respects and as directed by Engineer In-Charge.. Any specialssuch as bends, tees, lamination joints, flanges etc. shall be paid

a 350 mm dia. Rmt 2290.00b 400 mm dia. Rmt 2600.00c 450 mm dia. Rmt 2947.00d 500 mm dia. Rmt 3391.00e 600 mm dia. Rmt 4321.00f 700 mm dia. Rmt 5409.00g 800 mm dia. Rmt 6681.00h 900 mm dia. Rmt 7984.00i 1000 mm dia. Rmt 9707.00

j 1100 mm dia. Rmt 11485.00k 1200 mm dia. Rmt 12814.00l 1300 mm dia. Rmt 15257.00

m 1400 mm dia. Rmt 17382.00n 1600 mm dia. Rmt 23384.00o 1800 mm dia. Rmt 28598.00p 2000 mm dia. Rmt 34482.00q 2400 mm dia. Rmt 48020.00

HE-5-4

Supplying, loading, transporting on site, unloading, lowering intrenches, assembling and jointing of GRP specials for 350 mmdia pipe and Conforming to IS : 12709 suitable for 6 kg / Sq.cmpressure rating, including reka coupling joints for followingdiameters etc Complete in all respects and as directed byEngineer In-Charge.. The item also includes testing of water main after laying, up to 6 kg/sq.cm pressure.

a 900 bend with 1 coupling Nos 12598.00

b 600 bend with 1 coupling Nos 10646.00

c 450 bend with 1 coupling Nos 9183.00

d 300 bend with 1 coupling Nos 8207.00

e 22.50

bend with 1 coupling Nos 6255.00f 11.25

0 bend with 1coupling Nos 5279.00

g Extra reka coupling Nos 1863.00h Lamination (Butt strap joint) joint Nos 2254.00i Flanged tailpiece ( length 0.75 mtr.) with 1 coupling - Nos 6743.00

j GRP Tee350 mm x 350 mm x any size - Nos 14550.00


8/10/2019 SOR_HE_2013

58/134

H E Sc h e d u l e 2 0 1 3

SECTION 5

ITEM


RATE IN

Rs

HE-5-5

Supplying, loading, transporting on site, unloading, lowering intrenches, assembling and jointing of GRP specials for 400 mmdia pipe and Conforming to IS : 12709 suitable for 6 kg / Sq.cmpressure rating, including reka coupling joints for following

diameters etc Complete in all respects and as directed byEngineer In-Charge. The item also includes testing of water main after laying, up to 6 kg/sq.cm pressure.





e 22.50



g Extra reka coupling Nos 2082.00

h Lamination (Butt strap joint) joint Nos 2527.00i Flanged tailpiece ( length 0.75 mtr.) with 1 coupling - Nos 7645.00

j GRP Tee 400 mm x 400 mm x any size - Nos 16545.00

HE-5-6

Supplying, loading, transporting on site, unloading, lowering intrenches, assembling and jointing of GRP specials for 450 mmdia pipe and Conforming to IS : 12709 suitable for 6 kg / Sq.cmpressure rating, including reka coupling joints for following

Engineer In-Charge. The item also includes testing of water main after laying, up to 6 kg/sq.cm pressure.





e 22.50






8/10/2019 SOR_HE_2013

59/134

H E Sc h e d u l e 2 0 1 3

SECTION 5

ITEM


RATE IN

Rs

HE-5-7

Supplying, loading, transporting on site, unloading, lowering intrenches, assembling and jointing of GRP specials for 500 mmdia pipe and Conforming to IS : 12709 suitable for 6 kg / Sq.cmpressure rating, including reka coupling joints for followingdiameters etc Complete in all respects and as directed by

Engineer In-Charge. The item also includes testing of water main after laying, up to 6 kg/sq.cm pressure.





e 22.50



g Extra reka coupling Nos 2683.00h Lamination (Butt strap joint) joint Nos 3259.00

i Flanged tailpiece ( length 0.75 mtr.) with 1 coupling - Nos 9888.00 j GRP Tee 500 mm x 500 mm x any size - Nos 21417.00

HE-5-8


-

.main after laying, up to 6 kg/sq.cm pressure.

a 90 0 bend with 1 coupling Nos 23706.00b 60

0 bend with 1 coupling Nos 20003.00



e 22.50






8/10/2019 SOR_HE_2013

60/134

H E Sc h e d u l e 2 0 1 3

SECTION 5

ITEM


RATE IN

Rs

HE-5-9


Engineer In-Charge. The

Documents

SOR_HE_2013