Data rates-LI Works 2016-17 - WATER PERMISSIONSwaterresources.kar.nic.in/S.R 2016-17/Data rates-LI Works...69 Water proof cement paint per kg Á: 60.00 70 Weld mesh 50 x 50 mm 13 gauge

FOR THE YEAR : 2016-17

CONTENTS PAGES

REFERENCE DATA ! -- 4

NOTES ON BASIC RATES 5 -- 5

DATA RATES 6 -- 154

ANNEXURES 155--160

FINALISED BY SCHEDULE OF RATES COMMITTEE

d®¸ÀA¥À£ÀÆä® E¯ÁSÉ

LIFT IRRIGATION WORKS

zÀgÀ¥ÀnÖ ¸À«Äw¬ÄAzÀ ¥ÀjµÀÌj¸À®ànÖzÉ

WATER RESOURCES DEPARTMENT

SCHEDULE OF RATES

CHAPTER - WRD: 5




COST OF MATERIALS :

1 Acetyline gas per cum `: 404.00

2 Acid resisting mortar per kg `: 61.00

3 Acid resisting tiles per Dozen `: 231.00

4 Acrylic emulsion paint per ltr `: 264.00

5 Air hose 25 mm dia per Rm `: 201.00

6 Aluminium beading for glass fixing per Rm `: 34.00

7 Burnt bricks per 1000 Nos `: 5375.00

8 Cement 43 Gr per kg `: 7.20

9 Cement concrete solid blocks per No. `: 41.00

10 Coarse aggregate 10-4.75 mm per cum `: 1400.00

11 Coarse aggregate 20-10 mm per cum `: 1145.00



14 Concrete admixture ( Super Plasticizer ) per ltr `: 119.00

15 Detonating fuse coil per Rm `: 10.00

16 Detonator delay type per No. `: 22.00

17 Detonator electric per No. `: 13.00

18 Detonator ordinary per No. `: 7.00

19 Diesel per litre `: 58.00

20 Ductile iron pipe ( 18 kg / sqcm test pressure ) 1000 mm dia `: 22439.00



23 Empty cement bag per No. `: 3.00

24 Explosive Ammonium nitrate ( ANFO ) per kg `: 56.00

25 Explosive high strength ANFO booster per kg `: 71.00

26 Explosive small dia ( Kelvex-220 or equivalent ) per kg `: 63.00

27 Fine aggregate / sand per cum ( screened ) `: 790.00

28 Fine aggregate / sand per cum ( unscreened ) `: 665.00

29 G.I barbed wire 12 x 12 gauge per kg `: 99.50

30 G.I chain link mesh 10 gauge 50 x 50 mm opening per sqm `: 301.00

31 G.I stretcher wire 8 gauge per kg `: 98.50

32 GI pipe B class 40 mm dia per Rm `: 293.00

33 G.I sheet plain Class II 1 mm thick per tonne `: 67251.00

34 G.I sheet corrugated Class-II 1 mm thick per tonne `: 72198.00

35 G.I bolt / nut / washer ( general purpose ) per kg `: 104.00

36 Guniting nozzle per No. `: 396.00

37 Header stone 200 x 200 x 400 mm per No. `: 19.00

38 Hot dipped GI bolts / Nuts / Washers per kg `: 127.00

39 Ironite compound per kg `: 26.00

40 J- Bolts for fixing soldiers per No. `: 42.00

41 Jack hammer drill rod 1.5 m per No. `: 4406.00

42 Maxphalt 80 / 100 Grade per kg `: 54.00

43 M.S bolts / Nuts / Washers per kg `: 96.00

44 Murum per cum `: 155.00

45 Oxygen gas per cum `: 78.00

46 Plain glass 4 mm thick `: 467.00

47 Pre-stressed concrete pipe ( 18 kg / sqcm test pressure ) 1000 mm dia `: 7358.00



50 Rails per tonne `: 52952.00

51 Rapid wire mesh 50 x 50 mm opening non-galvanized per sqm `: 174.00

52 Reinforcement steel per kg `: 40.55

LIFT IRRIGATION WORKS - REFERENCE DATA

1


53 Rolling shutter per sqm `: 2734.00

54 Rust cleaner per ltr `: 326.00

55 Shutter oil per ltr `: 35.00

56 Size stone 200 mm height per No. `: 12.00

57 Spinning belt per No. `: 10611.00

58 Steel door ( frame and Shutter tubular sections ) per sqm `: 6089.00

59 Steel door ( frame CRCA sheet Shutter tubular sections ) per sqm `: 5008.00

60 Steel window tubular frame Z section shutter `: 2210.00

61 Steel window both frame and shutter tubular sections `: 2812.00

62 Stone chips ( at quarry ) per cum `: 520.00

63 Structural steel angle / channel / beam / bar per kg `: 41.55

64 Structural steel plate / flat per kg `: 42.05

65 Synthetic enamel paint per ltr `: 259.00

66 Top cover for rolling shutter per Rm `: 569.00

67 Un-coursed rubble stones ( at quarry ) per cum `: 420.00

68 Water hose 20 mm dia per Rm `: 185.00

69 Water proof cement paint per kg `: 60.00

70 Weld mesh 50 x 50 mm 13 gauge per sqm `: 232.00

71 Welding electrodes 4 mm dia ( general use ) per No. `: 11.00

72 Welding electrodes 4 mm dia ( low hydogen ) per No. `: 21.00

73 Wire brush per No. `: 54.00

74 Wire mesh ( chain link galvanized ) 50 x 50 mm 20 SWG per sqm `: 245.50

75 Zinc chromate red oxide primer per ltr `: 209.00

ROYALTY CHARGES: Per tonne

1 Earth / Soil / Murum `: 20.00

2 Stone / Coarse aggregate `: 60.00

3 Fine aggregate / Sand `: 60.00

LEAD, LOADING & UNLOADING CHARGES: 1 km lead Loading Unloading

1 Cement per tonne `: 60.30 93.40 93.40

2 Coarse aggregates / Stones per cum `: 76.50 101.40 50.70

3 Earth/ Sand per cum `: 53.30 85.80 14.00

4 Steel per tonne `: 60.30 93.40 93.40

HIRE CHARGES OF MACHINERY: Crew charge

1 Air compressor 8.5 cmm / hour ( diesel ) `: 223.00 897.00 138.00

2 Air compressor 8.5 cmm per hour ( ele ) `: 119.00 403.00 108.00

3 Angle dozer per hour `: 1276.00 614.00 146.00

4 Bending machine / hour `: 43.00 107.00 87.00

5 Concrete mixer 300 / 200 ltr / hour ( diesel ) `: 46.00 80.00 144.00

6 Concrete mixer 300 / 200 ltr / hour ( ele ) `: 42.00 36.00 144.00

7 DG set 30 kVA per hour `: 66.00 638.00 86.00

8 Guniting equipment per hour `: 93.00 15.00 143.00

9 Jack hammer per hour `: 16.00 9.00 215.00

10 Mobile crane 8 t capacity per hour `: 412.00 718.00 144.00

11 Needle Vibrator 40 mm dia ( ele ) / hour `: 8.00 7.00 103.00

12 Needle Vibrator 40 mm dia ( petrol ) / hour `: 9.00 20.00 103.00

13 Pug cutting machine per hour `: 18.00 4.00 ---

14 Pump ( diesel ) 5 hp per hour `: 7.00 80.00 69.00

15 Pump ( electric ) 5 hp per hour `: 3.00 36.00 52.00

16 Road roller per hour `: 252.00 718.00 138.00

17 Shovel 0.5 cum per hour `: 801.00 479.00 146.00

18 Shovel 0.85 cum per hour `: 1326.00 877.00 146.00

Hire charge Fuel charge


19 Spinning machine per hour `: 43.00 107.00 87.00

20 Stationery derric crane per hour `: 73.00 15.00 ---

21 Tipper 5 cum per hour `: 309.00 301.00 108.00

22 Transformer 250 KVA per month `: 3894.00 --- ---

23 Upright drilling / Grinder / Cutter per hour `: 20.00 36.00 111.00

24 Vibrating plate compactor ( diesel ) per hour `: 60.00 80.00 172.00

25 Water tanker per hour `: 306.00 301.00 108.00

26 Welding transformer per hour `: 13.00 86.00 ---

WAGES OF WORKERS: Per day

1 Bar bender `: 291.67

2 Blaster licensed `: 278.17

3 Carpentor Cl- II `: 279.17

4 Crowbar man `: 274.67

5 Electrician `: 276.17

6 Fitter shuttering works `: 279.17

7 Foreman `: 311.67

8 Helper blasting `: 274.67

9 Helper fitter `: 274.67

10 Khalasi `: 276.17

11 Lineman `: 274.67

12 Maistry `: 276.17

13 Mason Cl-I `: 291.67

14 Mason Cl-II `: 279.17

15 Mazdoor ( cement handling ) `: 274.67

16 Mazdoor ( Heavy) `: 273.67

17 Mazdoor ( Light ) `: 272.17

18 Painter Cl I `: 276.17

19 Painter Class-II `: 274.67

20 Pipe fitter `: 284.17

21 Stone breaker ( Hammerman ) `: 276.67

22 Stone chiseller Cl - I `: 279.67

23 Stone chiseller Cl - II `: 276.67

24 Tile layer `: 276.17

25 Welder / Gas cutter / Marker / Erector `: 289.67

ELECTRIC SUB-STATION MATERIALS:

1 RCC Pole 8m length (145kg/WL) including earth work, erection etc., `: 6047.00

2 Flood light 250/450 W ( HPMH/HPSodium vapour lamp ) `: 899.00

3 Flood light luminaire set (250W HPMH/HPSV with control gear box) `: 5754.00

4 Fluoscent tube light ( 2'/4'-36/40W) `: 40.00

5 Fluoscent tube light set ( Patti type with electronic ballast 1 x 4'-28W) `: 558.00

6 Moulded case Circuit breaker (four pole 700-800Amps 50kA) `: 41609.00

7 HT/LT Rabbit Conductor (6/3.15mm AI+6/3.15mm steel) `: 47000.00

8 PVC Armoured cable 10 sqmm and below (4 core-1.1KV LTUG cable) `: 118.80

9 PVC Armoured cable 16 sqmm (4 core-1.1KV LTUG cable) `: 140.40

10 PVC Armoured cable 25 sqmm (3.5 core-1.1KV LTUG cable) `: 165.60

11 PVC Armoured cable 70 sqmm (3.5 core-1.1KV LTUG cable) `: 270.00

3

2


OTHER DATA :

1 Contractor's Overheads on Materials / Machinery / Labour % 5.00

2 Contractor's Profit on Materials / Fuel & energy charges / Labour % 10.00

3 Demand charges per KVA / month `: 196.00

4 Energy charges per kWhr `: 8.00

5 Excise duty on structural steel works % 8.24

6 Hidden cost on labour % 15.00

7 Hidden cost on labour ( additional for Lift Irrigation works ) % 5.00

8 Insurance charges on machinery % 1.00

9 Rate of interest per annum % 11.00

10 Shutter fabrication cost per kg `: 18.00

11 Small Tools & Plants on Materials / Machinery / Labour % 1.00

12 Sundries ( Lump sum rate for unquantified inputs ) `: 45.00

13 Cost of Electric sub-station / Demand charges ( Annexure-1 ) % 1.00

14 Cost of Other enabling works ( Annexure -2 ) % 1.00

4



1. All notes under ' General Notes on Schedule of Rates ' and ' Notes on Lead, Lift, Loading and

un-loading Charges ' are applicable to ' Lift Irrigation Works ' also to the extent they are relevant.

2. Unless otherwise specified the basic rates are inclusive of all lifts.

3. Unless otherwise specified the basic rates are inclusive of standard finish required for concrete

surface.

4. Unless otherwise specified the basic rates are inclusive of initial lead of 50 m.

5. Cement content specified for cement concrete works in the item description is based on

theoritical design mix computations and is exclusive of wastage and requirement for any

incidentals. The actual cement content may vary based on trial mix studies. A suitable

clause shall be included in tender for regulating payment for any upword or downword

variation in cement content.

6. The quantities of materials including wastage, requirements for incidentals etc., for working

out additional lead charges shall be as per the statement of requirement of materials under

this section.

7. The basic rates are exclusive of cost of site clearing and river diversion arrangements such as

coffer dams, bunds, diversion channels etc. Separate sub-estimates shall be prepared for all

types coffer dams, bunds, diversion channels etc., and based on such sub-estimates lump-sum

provision shall be included in the main estimate for the work.

8. Rates for Electric sub-station items, Lighting inside and outside pump house, Earthing for pump

house installation etc., are not included in the SR. Separate item rate or lump-sum provisions

may be included in the estimate for these items.

9. Lead charges for steel / heavy machinery and parts, wherever applicable, shall be considered

from nearest reputed supplier's / manufacturer's place.

5

NOTES ON SCHEDULE OF RATES



SECTION: LIFT IRRIGATION WORKS. YEAR: 2016-17 ITEM No: WRD: 5.1.1

ITEM: Excavation in all kinds of soil including boulders upto 0.60 m dia. ( 0.113 cum ) for approach

channel / foundation of jack-well / pump house / delivery chamber and appurtenant

structures and placing the excavated stuff neatly in specified dump area or disposing off the

same as directed including cost of all materials, machinery, labour, working in wet and watery

site conditions ( excluding dewatering ) etc., complete with lead upto 1 km and all lifts.

DATA:Capacity of shovel bucket : 0.85 cum

Capacity of shovel bucket under heaped condition : 1.00 cum

Capacity of tipper : 5.00 cum

Lead for disposal of excavated soil : Upto 1 km

Speed for loaded tipper under wet and watery site conditions : 10 km / hr

Speed for empty tipper under wet and watery excavation condition : 15 km / hr

Turning and unloading time : 2.00 min

Turning and spotting time : 0.50 m

Shovel digging and loading cycle per bucket under watery condition : 25 sec

1. Quantity of excavation :

In-situ quantity / bucket for 15 % bulkage on digging ( 1 /1.15 ) : 0.87 cum

In-situ quantity per load for 20 % bulkage of soil ( 5 /1.2 ) : 4.16 cum

Number of buckets per load ( 4.16 / 0.87 ) say : 5 buckets

Corrected Quantity of in-situ soil per load ( 5 x 0.87 ) say : 4.35 cum

Ideal cycle time for loading 5 buckets ( 5 x 25 / 60 ) : 2.08 min

The ideal cycle time for shovel requires spotting of a tipper within 2.08 minutes near the shovel.

However, in practice for excavation of approach channel the width available may not permit

positioning of tippers on either side of the shovel for loading. Generally, one tipper has to move

after loading to position next tipper for loading. Assuming one cycle time extra the corrected

cycle time for the shovel will be : ( 6 x 25 / 60 ) : 2.50 min

Round trip cycle time for tipper:

Corrected cycle time of shovel for digging & loading : 2.50 min

Time for 1 km haulage under load ( 1 x 60 / 10 ) : 6.00 min

Time for turning and un-loading : 2.00 min

Time for 1 km return trip ( 1 x 60 / 15 ) : 4.00 min

Time for turning and spotting : 0.50 min

Total : 15.00 min

No.of tippers to match corrected cycle time of shovel ( 15.00/ 2.50 ) : 6 Nos

Output of tipper / hr with 50 min working / hr ( 50 x 4.35 / 15 ) : 14.50 cum

Output for 6 tippers per day ( 6 x 14.50 x 8 ) say : 695 cum

Further, assuming about 95 percent of excavation by deploying shovel and about 5 percent

excavation mainly for trimming the sides to final profile by manual labour the daily progress of

excavation will be : ( 695 / 0.95 ) say : 730 cum

Consider 730 cum for rate analysis.

2. Requirement of materials:

No materials involved in the work.

3. Requirement of machinery :

Deploy 0.85 cum capacity shovel for 8 hours for digging and loading 695 cum insitu soil.

Deploy 6 tippers of 5 cum capacity for 8 hours for disposal of 695 cum insitu soil.

4. Requirement of workforce ( other than machinery crew ) :

Average output of 1 heavy & 1 light mazdoor assumed at 4 cum / day for trimming and disposal

in view of working under wet and watery site conditions.

Deploy 9 heavy and 9 light mazdoors for disposal of 35 cum soil.

Deploy 1 maistry.

6

LIFT IRRIGATION WORKS- DATA RATES


RATE ANALYSIS UNIT : 730.00 cum

A. MATERIALS:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00

Add for small Tools and Plants @ 1% `: 0.00

Add for Contractor's Profit @ 10% `: 0.00

Add for Contractor's Overheads @ 5% `: 0.00

Total cost of Materials : `: 0.00

B. MACHINERY:

Sl No Unit Amount

in `.1 Shovel 0.85 cum capacity Hour 8.00 1326.00 10608.00

Fuel / Energy charges Hour 8.00 877.00 7016.00

2 Tippers 5 cum capacity ( 6 ) Nos Hour 48.00 309.00 14832.00


Total `: 46904.00


Add for Contractor's Profit on DPOL / Energy @ 10% `: 2146.40


Total hire charges of Machinery : `: 51864.64

C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Shovel Hour 8.00 146.00 1168.00

2 Crew for Tipper Hour 48.00 108.00 5184.00

3 Maistry Day 1.00 276.17 276.17

4 Heavy mazdoor Day 9.00 273.67 2462.99

5 Light mazdoor Day 9.00 272.17 2449.49

Total `: 11540.64



Add for hidden cost on Labour @ 15% `: 1731.10

Add for additional hidden cost on Labour @ 5% `: 577.03


Total cost of Labour : `: 15695.26

ABSTRACT:

A. Cost of Materials `: 0.00

B. Hire charges of Machinery `: 51864.64

C. Cost of Labour `: 15695.26

TOTAL `: 67559.90

Add for other enabling works @ 1.00% `: 675.60

Total cost for 730.00 cum `: 68235.50

Rate per cum `: 93.47

Rate approved per cum `: 93.00


ITEM: Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for pipe

line trenches / anchor blocks / thrust blocks / saddles and other similar structures and

placing the excavated stuff neatly as directed including cost of all materials, machinery,

labour, barricading the area, providing danger lights and other safety measures etc., complete

Rate

in `.

7

Rate

Description

Perticulars Rate

in `.

in `.Description Quantity

Quantity

Quantity


with lead upto 1 km and all lifts.



Excavation for trench by shovel generally requires more time compared to excavation in open

area in view of restrictions for movement of shovel. Therefore, about 100 percent increase in

shovel digging and dumping / loading cycle per bucket is assumed compared to open area.

Shovel digging and dumping/ loading cycle per bucket ( 20 x 2 ) : 40 sec


In-situ quantity / bucket for 15 % bulkage on digging ( 1 /1.15 ) : 0.86 cum

In-situ quantity per load for 20 % bulkage of soil ( 5 /1.2 ) : 4.16 cum


Corrected Quantity of in-situ soil per load ( 5 x 0.87 ) say : 4.35 cum


The ideal cycle time for shovel requires spotting of a tipper within 3.33 minutes near the shovel.

However, in practice for canal excavation the space available may not permit positioning of the

tippers on either side of the shovel. Generally, one tipper has to move after loading to position

the next tipper for loading. Assuming one cycle time extra the corrected cycle time for the

shovel will be : ( 6 x 40 / 60 ) : 4.00 min


Corrected cycle time of shovel for digging & loading : 4.00 min

Time for 1 km haulage under load ( 1 x 60 / 10 ) : 6.00 min


Time for 1 km return trip ( 1 x 60 / 15 ) : 4.00 min


Total : 16.50 min

No.of tippers to match corrected cycle time of shovel ( 16.50/ 4.00 ) say : 4 Nos

Output of tipper / hr with 50 min working / hr ( 50 x 4.35 / 16.5 ) say : 13.00 cum


Further, assuming about 95 percent of excavation by deploying shovel and about 5 percent

excavation mainly for trimming the bed to final profile by manual labour the daily progress of

excavation will be : ( 416 / 0.95 ) say : 435 cum


2. Requirement of materials :



Deploy 0.85 cum capacity shovel for 8 hours for digging and loading 416 cum insitu soil.

Assuming about 50 percent of quantity is required for refilling the trench, the quantity of soil to

be disposed off will be about 208 cum.

Deploy 5.00 cum capacity 4 tippers for 5 hours for disposal of 208 cum insitu soil.


Quantity of soil to be excavated for levelling bed ( 435 - 416 ) : 19 cum

Consider out-put of 1 heavy and 2 light mazdoor @ 3.00 cum / day

Deploy 6 heavy and 12 light mazdoors for levelling bed and disposal of residual soil.

Deploy 1 maistry.


A. MATERIALS:

Sl No Unit Amount

in `.1 Sundries ( safety arrangements ) 10.00 45.00 450.00

0.00 0.00 0.00

Total `: 450.00





B. MACHINERY:

Perticulars

in `.Quantity Rate

8


Sl No Unit Amount



2 Tipper 5 cum capacity Hour 20.00 309.00 6180.00


Total `: 29824.00





C. LABOUR:

Sl No Unit Amount



3 Maistry Day 1.00 276.17 276.17



Total `: 8512.14







ABSTRACT:




TOTAL `: 45015.54





SECTION: LIFT IRRIGATION WORKS. YEAR : 2016-17 ITEM No: WRD: 5.2.1

ITEM: Excavation in soft rock without blasting including boulders upto 0.60 m diameter ( 0.113 cum )

for approach channel / foundation of jack-well / pump house / delivery chamber and

appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing

off the same as directed including cost of all materials, machinery, labour, working in wet and

watery site conditions (excluding dewatering) etc., complete with lead upto 1 km and all lifts.




Lead for disposal of excavated soft rock : Upto1.00 km

Speed for loaded tipper under haul road condition : 10 km / hr

Speed for empty tipper under haul road condition : 15 km / hr


Shovel digging and loading cycle per bucket : 37 sec


In-situ quantity / bucket for 30 % bulkage on unloading ( 1 / 1.30 ) : 0.77 cum

In-situ quantity per load for 5 cum of soft rock ( 5 / 1.30 ) : 3.85 cum


Rate

Description

in `.

Description

Quantity Rate

in `.

9

Quantity



The ideal cycle time for shovel requires spotting of a tipper within 3.08 minutes near the

shovel. However, in practice for dam or canal excavation the space available may not permit

positioning of tippers on either side of the shovel. Generally one tipper has to move after

loading to position the next tipper for loading. Assuming one extra cycle for shovel, the

corrected cycle time for the shovel will be : ( 6 x 37 / 60 ) : 3.70 min

Round trip cycle time for tipper :

Corrected cycle time of shovel for digging and loading : 3.70 min

Time for 1km haulage under load ( 60 / 10 ) : 6.00 min


Time for 1 km return trip ( 60 / 15 ) : 4.00 min


Total : 15.20 min

No.of tippers to match corrected cycle time of shovel (15.2 / 3.7 ) : 4 Nos

Output of tipper / hr with 50 min working / hr ( 50 x 3.85 / 15.20 ) : 12.66 cum

Output for 4 tipper per day ( 4 x 12.66 x 8 ) say : 405 cum

Further, consider about 95 percent excavation by deploying shovel and 5 percent excavation by

manual labour mainly for trimming the bed / sides to final profile.

Daily quantity of excavation in soft rock ( 405 / 0.95 ) say : 425 cum





Deploy 0.85 cum capacity shovel for 8 hours for digging and loading 405 cum.

Deploy 4 tippers of 5 cum capacity for disposal of 405 cum.


Output of 1 heavy and 1 light mazdoor assumed at 4 cum per day for disposal.

Deploy 5 heavy and 5 light mazdoors for trimming and loading 20 cum soft rock.

Deploy 2 crowbarman for trimming.

Deploy 1 maistry.


A. MATERIALS:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





B. MACHINERY:

Sl No Unit Amount



2 Tippers 5 cum capacity ( 4 Nos ) Hour 32.00 309.00 9888.00


Total `: 37144.00





C. LABOUR:

Sl No Unit Amount

in `.

Quantity Rate

Perticulars Rate Quantity

Description Rate

in `.

in `.Description

in `. Quantity

10


1 Crew for Shovel Hour 8.00 146.00 1168.00


3 Maistry Day 1.00 276.17 276.17

4 Crowbarman Day 2.00 274.67 549.33



Total `: 8178.65







ABSTRACT:




TOTAL `: 52160.40

Add enabling works @ 1.00% `: 521.60





ITEM: Excavation in soft rock without blasting including boulders upto 0.60 m diameter (0.113 cum)

for pipe line trench / anchor blocks / thrust blocks / saddles and other similar structures

and placing the excavated stuff neatly as directed including cost of all materials, machinery,





Shovel digging and dumping cycle per bucket for open area : 30 sec

Excavation for trench by shovel generally requires more time compared to excavation in open

area in view of restrictions for movement of shovel. Therefore, about 100 percent increase in

shovel digging and dumping cycle per bucket is assumed.

Shovel digging and dumping cycle per bucket for trench ( 30 x 2 ) : 60 sec






Turning and spotting time : 0.5 min



In-situ quantity per load for 5 cum of soft rock ( 5 / 1.30 ) : 3.85 cum




shovel. However, in practice for dam or canal excavation the space available may not permit




Round trip cycle time for tipper :

Ideal cycle time of shovel for digging and loading : 6.00 min


11





Total : 18.50 min

No.of tippers to match corrected cycle time of shovel (18.5 / 6.0 ) : 3 Nos

Output of tipper / hr with 50 min working / hr ( 50 x 3.85 / 18.50 ) say : 10.50 cum

Output for 3 tipper per day ( 3 x 10.50 x 8 ) say : 255 cum

Further, consider about 95 percent excavation by deploying shovel and 5 percent excavation by

manual labour mainly for trimming the bed / sides to final profile.

Daily quantity of excavation in soft rock ( 255 / 0.95 ) say : 270 cum








Output of 1 heavy and 2 light mazdoor assumed at 4 cum per day for trimming.

Deploy 4 heavy and 8 light mazdoors for trimming and loading 15 cum soft rock.

Deploy 2 crowbarman for trimming.

Deploy 1 maistry.


A. MATERIALS:

Sl No Unit Amount

in `.1 Sundries ( safety arrangements ) 3.00 45.00 135.00

0.00 0.00 0.00

Total `: 135.00





B. MACHINERY:

Sl No Unit Amount



2 Tippers 5 cum capacity ( 3 Nos ) Hour 24.00 309.00 7416.00


Total `: 32264.00





C. LABOUR:

Sl No Unit Amount



Contd

C. LABOUR ( Contd ):

Sl No Unit Amount

in `.Contd

3 Maistry Day 1.00 276.17 276.17

12

Perticulars Quantity

Description

Quantity

in `.Rate

in `.

in `.Rate

RateDescription Quantity

in `.

Rate

Quantity

Description


4 Crowbarman Day 2.00 274.67 549.33



Total `: 7857.48







ABSTRACT:




TOTAL `: 46466.61

Add enabling works @ 1.00% `: 464.67





ITEM: Excavation in soft rock requiring blasting including boulders upto 0.60 m diameter

( 0.113 cum ) for approach channel / foundation of jack-well / pump house / delivery

chamber and appurtenant structures and placing the excavated stuff neatly in specified dump

area or disposing off the same as directed including cost of all materials, machinery, labour,

working in wet and watery site conditions ( excluding dewatering ) etc., complete with lead

upto 1 km and all lifts.










Excavation and disposal data same as in Item-5.2.1.

Output of shovel : 405 cum

Manual trimming : 20 cum

Total output ( In-situ quantity ) : 425 cum

Consider 425 cum excavation in soft requiring blasting for rate analysis.

2. Drilling and Blasting :

Depth of drilling per hole using jack hammers : 1.40 m

Effective depth of pull : 1.25 m

Area of excavation for 425 cum ( 425 / 1.25 ) : 340 sqm

Grid spacing of holes for soft rock requiring blasting depends on the nature of soft rock at any

particular location. For the purpose of rate analysis holes at average spacing of 1.5 times the

spacing considered for hard rock is assumed.

Grid spacing for hard rock : 1.00 x 1.20 m

Grid spacing of holes : 1.50 x 1.80 m

Nos. of holes for 340 sqm area 340 / ( 1.5 x 1.8 ) : 126 Nos.

Depth of drilling ( 126 x 1.4 ) : 177 m

Consider 2 Nos. 8.5 cmm air compressors and 4 jack hammers for drilling.

Rate of drilling in soft rock requiring blasting under watery conditions : 7.5 m / hour

Rate of drilling in soft rock with 50 min / hr working ( 7.5 x 50 / 60 ) : 6.25 m / hour

13


Time required for drilling with 4 jack hammers ( 177 / 4 / 6.25 ) say : 7.00 hours


Jack hammer drill rods for drilling : 177 m drilling

Air hose for supplying air to 4 jack hammers ( 7.0 x 4 ) : 28.0 hours

Quantity of Explosive at 0.20 kg / cum for 390 cum ( 425 x 0.20 ) : 85.00 kg

Electric detonators at 1 per hole for 126 holes ( 126 x 1 ) : 126 Nos.

Detonating fuse coil : 285 Rm


Deploy 2 air compressors 8.5 cmm capacity for 7.00 hours for drilling.

Deploy 4 jack hammers for 7.00 hours for drilling.




Output of 1 heavy & 1 light mazdoor assumed at 4 cum per day for trimming.

Deploy 5 heavy and 5 light mazdoors for loading 20 cum soft rock to tipper.

Deploy 2 crowbarman and 1 stone breaker for trimming.

Deploy 1 maistry.

6. Use rate of materials :

Cost of drill rod 1.5 m long @ `: 4406.00 / Each `: 4406.00

Life of drill rod for drilling in soft rock with reconditioning : 200 m

Use rate of drill rod per Rm ( cost / life ) `: 22.03

Length of 25 mm dia air hose for drilling per jack hammer : 50 m

Cost of 50 m air hose @ `: 201.00 / Rm `: 10050.00

Life of air hose : 800 hours

Use rate of 25 mm dia air hose per hr ( cost / life ) `: 12.56


A. MATERIALS:

Sl No Unit Amount

in `.1 Use rate of 1.5 m drill rod Rm 177.00 22.03 3899.31

Reconditioning charges @ 10 % 389.93

2 Use rate of 25 mm dia air hose 4 Nos. Hour 28.00 12.56 351.75

3 Explosive small dia kg 85.00 63.00 5355.00

4 Electric detonators Nos 126.00 13.00 1638.00

5 Fuse coil Rm 285.00 10.00 2850.00

6 Sundries LS 4.00 45.00 180.00

Total `: 14663.99





B. MACHINERY:

Sl No Unit Amount



2 Tippers 5 cum capacity 4 Nos. Hour 32.00 309.00 9888.00


Contd

B. MACHINERY ( Contd ):

Sl No Unit Amount

in `.Contd

3 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 14.00 119.00 1666.00


4 Jack hammers 4 Nos. Hour 28.00 16.00 448.00

in `.

14

Quantity

Rate

Rate

in `.Perticulars Quantity

Quantity

RateDescription

Description

in `.



Total `: 45152.00





C. LABOUR:

Sl No Unit Amount



3 Crew for Air compressor Hour 14.00 108.00 1512.00

4 Crew for Jack hammer Hour 28.00 215.00 6020.00

5 Maistry Day 1.00 276.17 276.17

6 Blaster Day 1.00 278.17 278.17

7 Helper blaster Day 1.00 274.67 274.67

8 Crowbarman Day 2.00 274.67 549.33

9 Stone breaker Day 1.00 276.67 276.67



Total `: 16540.14




Add for additional hidden cost @ 5% `: 827.01



ABSTRACT:




TOTAL `: 89620.14

Add for electric sub-station & demand charges @ 1.00% `: 896.20

Add for enabling works @ 1.00% `: 896.20





ITEM: Excavation in soft rock requiring blasting including boulders upto 0.60 m diameter (0.113 cum)

for pipe line trench / anchor blocks / thrust blocks / saddles and other similar structures








Excavation and disposal data same as in Item-5.2.2.

Output of shovel : 255 cum

Manual trimming : 15 cum

Total output ( In-situ quantity ) : 270 cum

Consider 270 cum excavation in soft requiring blasting for rate analysis.


15

Description

in `.Rate Quantity


Depth of drilling per hole using jack hammers : 1.40 m

Effective depth of pull : 1.25 m

Area of excavation for 270 cum ( 270 / 1.25 ) : 216 sqm

Grid spacing of holes for soft rock requiring blasting depends on the nature of soft rock at any

particular location. For the purpose of rate analysis holes at average spacing of 1.5 times the

spacing considered for hard rock is assumed.

Grid spacing for hard rock : 1.00 x 1.20 m

Grid spacing of holes : 1.50 x 1.80 m

Nos. of holes for 216 sqm area 216 / ( 1.5 x 1.8 ) : 80 Nos.

Depth of drilling ( 80 x 1.4 ) : 122 m

Consider 2 Nos. 8.5 cmm air compressors and 4 jack hammers for drilling.

Rate of drilling in soft rock requiring blasting : 7.5 m / hour

Rate of drilling in soft rock with 50 min / hr working ( 7.5 x 50 / 60 ) : 6.25 m / hour

Time required for drilling with 4 jack hammers ( 122 / 4 / 6.25 ) say : 5.00 hours



Air hose for supplying air to 4 jack hammers ( 5.0 x 4 ) : 20.0 hours

Quantity of Explosive at 0.20 kg / cum for 270 cum ( 270 x 0.20 ) : 54.00 kg

Electric detonators at 1 per hole for 80 holes ( 80 x 1 ) : 80 Nos.






Deploy 3 tippers of 5 cum capacity for 8 hours for disposal of 255 cum.


Output of 1 heavy & 2 light mazdoor assumed at 4 cum per day for trimming.

Deploy 4 heavy and 8 light mazdoors for disposal of 15 cum soft rock.

Deploy 2 crowbarman and 1 stone breaker for trimming.

Deploy 1 maistry.



Life of drill rod for drilling in soft rock with reconditioning : 200 m

Use rate of drill rod per Rm ( cost / life ) `: 22.03

Length of 25 mm dia air hose for drilling per jack hammer : 50 m

Cost of 50 m air hose @ `: 201.00 / Rm `: 10050.00


Use rate of 25 mm dia air hose per hr ( cost / life ) `: 12.56


A. MATERIALS:

Sl No Unit Amount

in `.1 Use rate of 1.5 m drill rod Rm 122.00 22.03 2687.66


2 Use rate of 25 mm dia air hose 4 Nos. Hour 20.00 12.56 251.25

3 Explosive small dia kg 54.00 63.00 3402.00

4 Electric detonators Nos 80.00 13.00 1040.00

Contd

A. MATERIALS ( Contd ) :

Sl No Unit Amount

in `.Contd

5 Fuse coil Rm 180.00 10.00 1800.00

6 Sundries LS 3.00 45.00 135.00

Total `: 9584.68



Rate

in `.

16

in `.

Quantity RatePerticulars

QuantityPerticulars




B. MACHINERY:

Sl No Unit Amount



2 Tippers 5 cum capacity 3 Nos. Hour 24.00 309.00 7416.00


3 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 10.00 119.00 1190.00


4 Jack hammers 4 Nos. Hour 20.00 16.00 320.00


Total `: 37984.00





C. LABOUR:

Sl No Unit Amount



3 Crew for Air compressor Hour 10.00 108.00 1080.00


5 Maistry Day 1.00 276.17 276.17

6 Blaster Day 1.00 278.17 278.17

7 Helper blaster Day 1.00 274.67 274.67

8 Crowbarman Day 2.00 274.67 549.33




Total `: 14066.97




Add for additional hidden cost @ 5% `: 703.35



ABSTRACT:




TOTAL `: 72357.34

Add for electric sub-station & demand charges @ 1.00% `: 723.57






ITEM: Excavation in hard rock of all toughness including boulders above 0.6 m diameter ( 0.113 cum )


Description

in `.

Rate

Description

in `.

17

Quantity

Quantity

Rate


appurtenant structures and placing the excavated rock neatly in specified dump area or

disposing off the same as directed including cost of all materials, machinery, labour, working

in wet and watery site conditions ( excluding dewatering ) etc., complete with lead upto 1 km

and all lifts.

DATA:32 mm dia jack hammer drilling assumed.

The average depth of hole for drilling in hard rock is assumed at 1.4 m for rate analysis.


Consider 2 air compressors and 4 jack hammers for hard rock excavation.

Consider 6 hours drilling and 2 hours explosive loading and blasting.

Rate of drilling in hard rock per hour : 6.00 m

With 50 min / hr working rate of drilling ( 6 x 50 / 60 ) say : 5 m

Depth drilling for 6 hour drilling ( 6.0 x 4.0 x 5.0 ) : 120 Rm.

Add drilling for secondary blasting @ 5 % : 6.0 m

Total : 126.0 m

Effective depth of pull ( 1.40 - 0.15 ) : 1.25 m

The burden ( distance of hole from free face of excavation ) is considered at 30 times diameter

of hole and spacing of holes is considered at 1.20 times burden.

Burden for 32 mm dia jack hammer holes say : 1.00 m

Spacing of holes @ 1.20 times burden : 1.20 m

Grid spacing of holes say : 1.00x1.20 m

Number of holes of 1.4 m each ( 120 x 1.40 ) : 86 Nos

Area of excavation for 86 holes ( 86 x 1.20 x 1.00 ) : 103.2 sqm

Quantity of excavation ( 103.2 x 1.25 ) : 129 cum

Consider 0.5 hour for drilling secondary blast holes for 4 jack hammers

2. Disposal of blasted hard rock :

Capacity of shovel bucket : 0.85 cum



Lead for disposal of excavated hard rock : Upto 1 km







In-situ quantity of hard rock per load for 5 cum tipper ( 5 / 1.40 ) : 3.57 cum




shovel. However, in practice for dam or canal excavation, the space available may not permit





Cycle time of shovel for digging & loading : 6.00 min





Total : 18.50 min

No.of tippers to match corrected cycle time of shovel (18.5.0 / 6.0) say : 3 Nos


Time for disposal of 129 cum rock by 3 tippers ( 129 / 9.65 / 3 ) say : 4.5 hours

Further, consider loading of about 95 percent excavated rock by shovel and 5 percent excavated

rock mainly consisting of trimmed bed material and blasted boulders etc., by manual labour.

Daily quantity of excavation in hard rock ( 129 / 0.95 ) say : 135 cum


18




Air hose for supplying air to 4 jack hammers ( 126 / 5 ) : 26 hours

Quantity of explosive for 129 cum @ 0.4 kg / cum ( 129 x 0.4 ) : 52.0 kg

Add for secondary blasting @ 5% ( 51.6 x 0.05 ) say : 3.0 kg

Total quantity of small dia explosive : 55.0 kg

Ele.detonators at 1 per hole for 86 main blast holes ( 86 x 1 ) : 86 Nos.

Ord.detonators @ 1 per hole for 10 secondary holes ( 10 x 1 ) : 10 Nos.





Deploy 0.85 cum capacity shovel for 4.5 hours for digging and loading 129 cum.

Deploy 3 tippers of 5 cum capacity for for 4.5 hours for disposal of 129 cum.

Deploy 1 tipper of 5 cum capacity for 1 hours for 6 cum trimmed rock.

Deploy 1 dozer for 0.5 hour for levelling dumped rock in dump area.


Deploy 2 crowbarman, 2 stone breakers, 2 heavy and 2 light mazdoors for 6 cum.

Deploy 1 blaster and 1 blasting helper for loading explosive materials and blasting.

Deploy 1 maistry.



Life of drill rod for drilling in hard rock with reconditioning : 150 m

Use rate of drill rod per m drilling ( cost / life ) `: 29.37

Length of air hose for drilling per jack hammer : 50 m

Cost of 25 m air hose 25 mm dia @ `: 201.00 / Rm `: 5025.00


Use rate of air hose per hr ( cost / life ) `: 6.28


A. MATERIALS:

Sl No Unit Amount

in `.1 Explosive small dia ( Kelvex-220 ) kg 55.00 63.00 3465.00

2 Ordinary detonator No. 10.00 7.00 70.00

3 Electric detonator No. 86.00 13.00 1118.00

4 Detonating fuse coil Rm 180.00 10.00 1800.00

5 Use rate of air hose 4 Nos. Hour 26.00 6.28 163.31

6 Use rate of drill rod 1.5 m long Rm 126.00 29.37 3701.04


7 Sundries 2.00 45.00 90.00

Total `: 10777.46





B. MACHINERY:

Sl No Unit Amount

in `.1 Air compressor 8.5 cmm ( ele ) Hour 13.00 119.00 1547.00


2 Shovel 0.85 cum capacity Hour 4.50 1326.00 5967.00


3 Tippers 5 cum capacity( 3 Nos) Hour 14.50 309.00 4480.50


4 Angle Dozer Hour 0.50 1276.00 638.00


5 Jack hammer 4 Nos Hour 26.00 16.00 416.00

19

Rate

Description

Quantity

RateQuantity

in `.

in `.Perticulars



Total `: 27139.50





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Air compressor Hour 13.00 108.00 1404.00


3 Crew for shovel Hour 4.50 146.00 657.00

4 Crew for tipper Hour 14.50 108.00 1566.00

5 Crew for Dozer Hour 0.50 146.00 73.00

6 Blaster licensed Day 1.00 278.17 278.17

7 Helper blasting Day 1.00 274.67 274.67

8 Maistry Day 1.00 276.17 276.17

9 Crowbarman Day 2.00 274.67 549.33




Total `: 12313.32




Add for additional hidden cost on labour @ 5% `: 615.67



ABSTRACT:




TOTAL `: 59424.93

Add for electric sub-station and demand charges @ 1.00% `: 594.25






ITEM: Excavation in hard rock of all toughness including boulders above 0.6 m diameter (0.113 cum)

for pipe line trenches / anchor blocks / thrust blocks / saddles and other similar structures





For excavation in hard rock for pipe line trenche and foundation of anchor block / thrust block /

sadles for pipe line combination of light blasting of jack hammer holes and chiselling / wedging

are assumed for rate analysis.

The depth of jack hammer holes is considered at 1.4 m.

For the purpose of rate analysis trench width of 2.5 m and for 7 m length assumed.



Quantity Rate

20

in `.Description


Quantity of excavation for 7 m length ( 2.5 x 7.0 x 1.25 ) say : 22.0 cum

The holes are considered longitudinally at 1 m interval and staggered from row to row.

Nos. of holes for 7 m length of trench ( 7 + 6 + 7 ) : 20 Nos.

Depth of drilling ( 20 x 1.4 ) : 28.0 m

Rate of drilling in hard rock per hour considering restricted width : 5 to 6 m

With 50 min / hr working rate of drilling ( 6 x 50 / 60 ) say : 5.0 m

Time required for drilling with 2 jack hammers ( 28.0 / 5.0 / 2 ) say : 2.8 hours


For disposal of blasted hard rock combination of shovel and tipper considered.

Same cycle time data as considered for disposal of soft rock requiring blasting is assumed.

Considering 5 % of excavated rock disposal by manual labour the quantity of rock to be

disposed off by shovel and tippers will be ( 22 x 0.95 ) say : 21.00 cum

Daily output of shovel and 3 tippers as per Item 3 ( b ) : 255.00 cum

For 21 cum deploy 0.85 cum shovel ( 21 x 8 / 255 ) : 0.7 hour

For disposal of 21 cum deploy 3 tippers : 2.1 hours

For removing rock projections / levelling residual quantity of 1 cum manual labour considered.


Quantity of explosive small dia at 0.4 kg / cum ( 21 x 0.3 ) say : 6.3 kg

Electric detonators at 1 per hole for main blast ( 20 x 1 ) : 20 Nos.


Jack hammer drill rod : 28.0 m drilling


Deploy 1 air compressor 8.5 cmm capacity for 2.8 hours with 50 min / hour working.

Deploy 2 jack hammers for 2.8 hours.

Deploy 0.85 cum shovel for 0.7 hour.

Deploy 3 tippers 5 cum for 0.7 hour.


Maistry : 1 No.

Blaster : 0.5 No.

Helper blaster : 0.5 No.

Stone Chiseller Cl II : 0.5 No.

Heavy mazdoor for disposal : 0.5 No.

Light mazdoor for disposal : 0.5 No.










A. MATERIALS:

Sl No Unit Amount







6 Sundries ( safety arrangements ) 0.50 45.00 22.50

Total `: 1919.27



RatePerticulars Quantity

21

in `.




B. MACHINERY:

Sl No Unit Amount

in `.1 Air compressor 8.5 cmm ( diesel ) Hour 2.80 223.00 624.40




3 Shovel 0.85 cum Hour 0.70 1326.00 928.20


4 Tipper 5 cum ( 3 Nos ) Hour 2.10 309.00 648.90


Total `: 6099.10





C. LABOUR:

Sl No Unit Amount







7 Maistry Day 1.00 276.17 276.17

8 Stone chiseller CI II Day 0.50 276.67 138.33



Total `: 2883.23







ABSTRACT:




TOTAL `: 12993.39








appurtenant structures by approved controlled blasting methods including control of vibrations

by use of delay detonators and control of fly-rock by muffling arrangements and using only

jack hammers for drilling holes and minimising damage to rock beyond excavation line by

Description

22

QuantityDescription

in `.

in `.

Rate

RateQuantity


adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and

placing the excavated rock neatly in specified dump area or disposing off the same as directed

including cost of all materials, machinery, labour, working in wet and watery site conditions

( excluding dewatering ) etc., complete with lead upto 1 km and all lifts.


Work requires:

- Limiting the depth of holes and use of delay detonators to minimise explosive energy to

reduce ground vibrations.

- covering blasting area with chain link mesh or waste conveyor belts or waste tyres and sand

bags to prevent flying of rock fragments during blasting.

The depth of hole for drilling in hard rock is assumed at 1.0 m for rate analysis.


Consider 2 air compressors and 4 jack hammers for hard rock excavation.

Consider 6 hours drilling and 2 hours explosive loading and blasting.

Rate of drilling in hard rock per hour : 6.00 m

With 50 min / hr working rate of drilling ( 6 x 50 / 60 ) say : 5 m

Nos. of holes for 6 hour drilling ( 6.0 x 4.0 x 5.0 ) : 120 Nos.


The burden ( distance of hole from free face of excavation ) is considered at 30 times diameter

of hole and spacing of holes is considered at 1.20 times burden.

Burden for 32 mm dia jack hammer holes say : 1.00 m

Spacing of holes @ 1.20 times burden : 1.20 m

Grid spacing of holes say : 1.00x1.20 m

Drilling and Blasting pattern :

Pattern of holes : Staggered

Hole initiation : Bottom

Initiation system : Short delay detonators

Delay system : 25 ms interval

Initiation pattern : Straight line row by row

Area covered by one hole ( 1.00 x 1.20 ) : 1.20 sqm

Area of excavation for 120 holes ( 120 x 1.20 ) : 125 sqm

Quantity of excavation ( 125 x 0.90 ) : 113 cum


Add drilling for secondary blasting @ 5 % : 6.0 m

Total : 126.0 m

Consider 0.5 hour for drilling secondary blast holes for 4 jack hammers

Consider drilling of holes in 6 rows for blasting using short delay detonators.

2. Muffling arrangements:

For controlling flying of rock fragments during blasting consider covering the blasting area with

20 guage 50 x 50 mm opening rapid wire mesh and sand bags.

Consider spreading rapid wire mesh for 10 % area beyond excavation area.

Area of rapid wire mesh say : 125 sqm

Add for overlaps @ 10 % say : 15 sqm

Total : 140 sqm

Sand bags at 1 per hole : 120 Nos.

Add for additional sand bags along edge of wire mesh @ 10 % say : 12 Nos

Total : 132 Nos


Capacity of shovel bucket : 0.85 cum



Lead for disposal of excavated hard rock : Upto 1 km






23



In-situ quantity of hard rock per load for 5 cum tipper ( 5 / 1.40 ) : 3.57 cum




shovel. However, in practice for dam or canal excavation, the space available may not permit





Cycle time of shovel for digging & loading : 6.00 min





Total : 18.50 min

No.of tippers to match corrected cycle time of shovel (18.5.0 / 6.0) say : 3 Nos


Time for disposal of 106 cum rock by 3 tippers ( 106 / 9.65 / 3 ) say : 4.0 hours

Further, consider loading of about 95 percent excavated rock by shovel and 5 percent excavated

rock mainly consisting of trimmed bed material and blasted boulders etc., by manual labour.

Daily quantity of excavation in hard rock ( 113 / 0.95 ) say : 120 cum




Air hose for supplying air to 4 jack hammers ( 6 x 4 ) : 24 hours

Quantity of explosive for 106 cum @ 0.3 kg / cum ( 113 x 0.3 ) : 33.9 kg

Add for secondary blasting @ 5% ( 42.5 x 0.05 ) : 1.6 kg

Total quantity of small dia explosive : 35.5 kg

Short delay detonators at 1 per hole for 120 holes ( 120 x 1 ) : 120 Nos.

Ord.detonators @ 1 per hole for 10 secondary holes ( 10 x 1 ) : 10 Nos.


50 x 50 mm rapid wire mesh : 140 sqm

Sand bags 115 Nos.





Deploy 3 tippers of 5 cum capacity for for 4 hours for disposal of 106 cum.

Deploy 1 tipper of 5 cum capacity for 1 hours for 5 cum trimmed rock.

Deploy 1 dozer for 0.5 hour for levelling dumped rock in dump area.


Output of 1 crowbarman,1 stone breaker, 1heavy & 1light mazdoor assumed at 6.0 cum / day.

Deploy 1 crowbarman, 1 stone breakers, 1 heavy and 1 light mazdoors for 6 cum.

Deploy 1 blaster and 1 blasting helper for loading explosive materials and blasting.

Deploy 5 heavy 1 light mazdoors for placing and removing mesh and sand bags

Deploy 1 maistry.









Cost of 20 gauge rapid wire mesh @ `: 174.00 / sqm `: 174.00

Less salvage value @ 10 % ( - ) `: -17.40

Total `: 156.60

24


Add for replacement of damaged mesh @ 25% `: 39.15

Total `: 195.75

Life of wire mesh : 3 uses

Use rate of rapid wire mesh / use / sqm ( cost / life ) `: 65.25

Cost of empty cement bag @ `: 3.00 `: 3.00

Cost of sand / bag for 0.025 cum @ `: 665.00 / cum `: 16.63

Add for 1 km lead / loading / unloading charges for 0.025 cum `: 3.83

Filling / placing @ 2 heavy mazdoors per 100 bags/ day `: 5.47

Total cost per bag `: 28.93

Life of sand bag : 1 use

Use rate of sand bag / use / bag ( cost / life ) `: 28.93


A. MATERIALS:

Sl No Unit Amount


2 Ordinary detonator No. 10.00 7.00 70.00

3 Electric short delay detonator No. 120.00 22.00 2640.00



6 Use rate of 20SWG rapid wire mesh sqm 140.00 65.25 9135.00

7 Use rate of sand bag Nos 132.00 28.93 3818.21



9 Sundries 5.00 45.00 225.00

Total `: 24159.16





B. MACHINERY:

Sl No Unit Amount

in `.1 Air compressor 8.5 cmm ( ele ) Hour 13.00 119.00 1547.00




Contd

B. MACHINERY ( Contd ) :

Sl No Unit Amount

in `.Contd

3 Tippers 5 cum capacity( 3 Nos) Hour 12.00 309.00 3708.00




Total `: 23568.00





C. LABOUR:

Sl No Unit Amount


Description Rate

Rate

in `.

in `.

Perticulars

Description

25

Rate

in `.

Description

Quantity

in `.

Quantity

Quantity

Quantity

Rate







7 Maistry Day 1.00 276.17 276.17

8 Crowbarman Day 1.00 274.67 274.67




Total `: 12440.65







ABSTRACT:




TOTAL `: 70473.29

Add for electric sub-station and demand charges @ 1.00% `: 704.73







for pipe line trenches / foundation of anchor blocks / saddles and other similar structures

by approved controlled blasting methods including control of vibration by use of delay detonators

and control of fly-rock by muffling arrangements and adoptingonly jack hammers for drilling holes

and adopting any one or combination of line drilling / pre-splitting / smooth blastrng techniques

to minimise damage to rock beyond excavation line and placing the excavated rock neatly as

directed including cost of all materials,materials,machinery,labour, barricading the area,providing

danger lights and other safety measures etc., complete with lead upto 1 km and all lifts.


For excavation in hard rock for pipe line trenche and foundation of anchor block / thrust block /

sadles for pipe line combination of light blasting of jack hammer holes and chiselling / wedging

are assumed for rate analysis.

The blasting charge is considered at 50 percent on normal charge.

The depth of jack hammer holes is considered at 1.4 m.

For the purpose of rate analysis trench width of 2.5 m and for 7 m length assumed.



Quantity of excavation for 7 m length ( 2.5 x 7.0 x 1.25 ) say : 22.0 cum

The holes are considered longitudinally at 1 m interval and staggered from row to row.

Nos. of holes for 7 m length of trench ( 7 + 6 + 7 ) : 20 Nos.


Rate of drilling in hard rock per hour considering restricted width : 5 to 6 m

With 50 min / hr working rate of drilling ( 6 x 50 / 60 ) say : 5.0 m

Time required for drilling with 2 jack hammers ( 28.0 / 5.0 / 2 ) say : 2.8 hours

2. Muffling arrangements:

For controlling flying of rock fragments during blasting consider covering the blasting area with

26


20 guage 50 x 50 mm opening rapid wire mesh and sand bags.

Consider spreading rapid wire mesh for 10 % area beyond excavation area.

Area of rapid wire mesh ( 2.5 x 7 + 3 ) say : 20.5 sqm

Add for overlaps @ 10 % say : 2.5 sqm

Total : 23.0 sqm

Sand bags at 1 per hole : 20 Nos.

Add for additional sand bags along edge of wire mesh say : 5 Nos

Total : 25 Nos

3. Disposal of blasted soft rock :

By by deploying combination of shovel and tippers as in Item: 4.b.


Quantity of explosive small dia at 0.2 kg / cum ( 22 x 0.3 ) say : 6.6 kg

Electric detonators at 1 per hole for main blast ( 20 x 1 ) : 20 Nos.


Jack hammer drill rod : 28.0 m drilling

50 x 50 mm rapid wire mesh : 23 sqm

Sand bags 25 Nos.


Deploy 1 air compressor 8.8 cmm capacity for 2.5 hours with 50 min / hour working.

Deploy 2 jack hammers for 2.8 hours.


Maistry : 1 No.

Blaster : 0.5 No.

Helper blaster : 0.5 No.

Stone Chiseller Cl II : 0.5 No.

Heavy mazdoor for disposal of residual muck : 0.5 No.

Light mazdoor for disposal of residual muck : 1 No.

Heavy mazdoor for placing and removing mesh and sand bags : 1 No.









Cost of 20 gauge rapid wire mesh @ `: 174.00 / sqm `: 174.00

Less salvage value @ 10 % ( - ) `: -17.40

Total `: 156.60

Add for replacement of damaged mesh @ 25% `: 39.15

Total `: 195.75

Life of wire mesh : 3 uses

Use rate of wire mesh / use / sqm ( cost / life ) `: 65.25

Cost of empty cement bag @ `: 3.00 `: 3.00

Cost of sand / bag for 0.025 cum @ `: 665.00 / cum `: 16.63

Add for 1 km lead / loading / unloading charges for 0.025 cum `: 3.83

Filling / placing @ 2 heavy mazdoors per 100 bags/ day `: 5.47

Total cost per bag `: 28.93

Life of sand bag : 1 use

Use rate of sand bag / use / bag ( cost / life ) `: 28.93


A. MATERIALS:

Sl No Unit Amount



Perticulars Rate

in `.

27

Quantity






6 Use rate of 20SWG rapid wire mesh sqm 23.00 65.25 1500.75

7 Use rate of sand bag Nos 25.00 28.93 723.15

6 Sundries ( safety arrangements ) 2.00 45.00 90.00

Total `: 4229.57





B. MACHINERY:

Sl No Unit Amount

in `.1 Air compressor 8.5 cmm ( diesel ) Hour 2.80 223.00 624.40




3 Shovel 0.85 cum Hour 0.70 1326.00 928.20


4 Tipper 5 cum 3 Nos Hour 2.10 309.00 648.90


Total `: 6099.10





C. LABOUR:

Sl No Unit Amount




Contd

C. LABOUR ( Comtd ) :

Sl No Unit Amount

in `.Contd




7 Maistry Day 1.00 276.17 276.17

8 Stone Chiseller Cl II Day 0.50 276.67 138.33



Total `: 3292.98







ABSTRACT:


Quantity Rate

Description

Description

Rate

in `.

28

in `.

Quantity

Quantity

in `.

RateDescription




TOTAL `: 16230.59





SECTION: LIFT IRRIGATION WORKS. YEAR : 2016-17 ITEM No: WRD: 5.6

ITEM: Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg

locally available sand for forming ring bund including cost of all materials, labour, plugging

joints with selected earth, etc., complete with lead upto 50 m and lift upto 1.5 m.

DATA:Consider providing and placing 100 bags for ring bund for rate analysis.


Empty cement bags with 5 % wastage ( 100 x 1.05 ) : 105 Nos.


No machinery required.


Maistry : 1 No.

Heavy mazdoor:

For filling and tying sand bags : 3 Nos.

For conveying and placing in position : 2 Nos.

For plugging leakage points : 1 No.

Light mazdoor:

For bringing selected earth for plugging : 2 No.

RATE ANALYSIS UNIT : 100.00 bags

A. MATERIALS:

Sl No Unit Amount

in `.1 Empty cement bag Each 105.00 3.00 315.00

Sundries ( gunny thread etc ) LS 2.00 45.00 90.00

Total `: 405.00

Contd


Sl No Unit Amount

in `.Contd





B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

Perticulars

Quantity

Rate

Description

Description

Quantity

in `.Rate

Perticulars

29

Rate

in `.

Quantity Rate

Quantity

in `.


in `.1 Maistry Day 1.00 274.67 274.67



Total `: 2460.99







ABSTRACT:

A. Cost of Materials including royalty charges `: 469.80



TOTAL `: 3816.74


Total cost for 100.00 bags `: 3854.91

Rate per Each `: 38.55

Rate approved per Each `: 39.00


ITEM: Filling clayey soil between two rows of sand bags placed for forming ring bund including

cost of all materials, labour, tamping, plugging leakage points etc., complete with lead upto

50 m and lift upto 1.5 m.

DATA:Consider 10 cum soil filling for rate analysis.

Output of 1 heavy and 1 light mazdoor assumed at 4 cum per day.


No materials required.


Deploy 5 hp pump for 0.5 hour for baling out water.


Maistry : 1 No.

Heavy mazdoor:

For supplying soil : 2.5 Nos.

For levelling and tamping : 1 No.

Light mazdoor:

For conveying soil : 2.5 Nos.


A. MATERIALS:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





B. MACHINERY:

Sl No Unit Amount

in `.

QuantityDescription

30

in `.

Rate

RatePerticulars Quantity


in `.1 5 hp pump ( diesel ) Hour 0.50 7.00 3.50


Total `: 43.50





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for pump Hour 0.50 69.00 34.50

2 Maistry Day 0.50 274.67 137.33



Total `: 1810.07







ABSTRACT:




TOTAL `: 2511.81





SECTION: LIFT IRRIGATION WORKS. YEAR: 2016-17 ITEM No: WRD: 5.8

ITEM: Supplying, fabricating, erecting structural steel members fabricated from rolled steel

sections like channels, angles, beams, rails, plates etc., as per specifications and drawings

including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, clraning,

applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide

primer paint etc., complete with lead upto 1 km and all lifts.

DATA:Consider supply / fabrication / erection of 10 tonne structural steel.

Assume structural steel consists of : 65 % Angles / channels / beams : 6.50 t

: 20 % plates / flats : 2.00 t

: 15 % rails : 1.50 t

The work under this item is considered to be for structural steel work for mono rail hoist

structure for operating intake stoplog gate elements and for any structural steel works in

in the pump house. As the work under this item is similar to work under item: 21 under Gate

and hoist works the quantities of cutting / welding / erection / painting etc., for this item are

worked out proportionate to the quantities under item: 21 of Gate and hoist section.


a. Structural steel conforming to IS : 2062 :

Angles / beams / channels with 2.5 % wastage ( 6500 x 1.025 ) : 6663 kg

Plates / flats with 2.5 % wastage ( 2000 x 1.025 ) : 2050 kg

Rails with 2.5 % wastage ( 1500 x 1.025 ) : 1538 kg

c. Bolt / Nut / Washer

MS bolt / Nut / Washers with 2.5 % wastage ( 17.5 x 1.025 ) : 18.0 kg

Quantity

31

Description

in `.

in `.

Rate


d. Welding electrodes ( General purpose / Low hydrogen ) :

GP / LH electrodes based on data sheet ( Item:21 Gate & hoist ) : 4620 Nos

Add for variations / wastage / misc welding @ 10 % ( 4620 x 0.1 ) : 462 Nos

Total requirement of GP / LH electrodes : 5082 Nos

for stitch weld GP electrodes @t 10 % of total ( 5082 x 0.10 ) : 508 Nos

for run welding LH electrodes @ 90 % of total ( 5082 x 0.90 ) : 4574 Nos

2. Cutting :

Length of cutting based on data sheet item:21 Gate and hoist section : 283 Rm

Add for variations ( cutting more than 2 sides / odd shape etc ) at 10 % : 28 Rm

Total : 311 Rm

For cutting structural steel sections to required sizes gas cutting is assumed.

Length of steel to be cut by using gas manually : 250 m

Length of steel to be cut by gas using pug cutting machine : 61 m

Time for gas cutting manually at ( av ) 2 m cutting / hour : 125 hours

Time for gas cutting by pug cutting machine at ( av ) 3 m cutting / hour : 20 hours

Acetelyne gas @ 0.6 cum / hour ( 125 + 20 ) x 0.60 : 87 cum

Oxygen gas @ 1.8 cum / hour ( 125 + 20 ) x 1.80 : 261 cum

Use of gas cutting torch with 50 min / hr working ( 125 x 60 / 50 ) : 150 hours

Use of pug cutting machine with 50 min / hr working ( 20 x 60 / 50 ) : 24 hours

3. Welding :

Length of cutting based on data sheet item:21 Gate and hoist section : 462 Rm

For stich welding @ 2 hrs usage / shift & @ 15 electrodes / hr

( 508 / 15 ) x 8 / 2 : 135 hours

For run welding @ 6 hrs usage / shift & @ 15 electrodes / hr

( 4574 / 15 ) x 8 / 6 : 406 hours

Total : 541 hours

Deploy welding transformer for 541 hours.

Fuel / Energy charges @ 25 % hrs for stitch welding & @ 75 % hrs for run welding.

( 135 x 0.25 + 406 x 0.75 ) : 338 hours

4. Surface cleaning and painting :

Painting area for hoist bridge @ 20 sqm per tonne ( 8.5 x 20 ) : 170 sqm

1 coat of zinc chromate red oxide primer and 2 coats of synthetic enamel paint.

Quantity of primer paint for 170 sqm @ 12 sqm / ltr / coat : 15 ltr

Quantity of synthetic enamel paint for 170 sqm @ 12 sqm / ltr / coat : 30 ltr

As surface cleaning by sand blasting is hazardous, it is proposed to adopt chemical treatment

to remove grease, rust, scaling etc., and to form phasphate coating to prevent further rusting

before applying primer painting.

Quantity of rust cleaner / inhibitor for 170 sqm @ 8 sqm / ltr : 21 ltr

5. Requirement of other machinery :

For handling of parts during fabrication and erection 8 t mobile crane for 12 hours and stationery

derric crane for 40 hours considered.

For drilling holes in plates 8 hours use of drilling machine considered.

For grinding and finishing weld joints in liner plates 8 hours use of grinding machine considered.

6. Requirement of work force :

Work component Foreman Helper /

Painter Cl-II

Cutting sections 125 hours 8 16 16 32

Fabricating by stitch welding 135 hours 9 17 --- 34

Run welding 406 hours 5 --- 51 51

For erection of columns & bracings 2 4 --- 16

For erection of beams / cross beams 4 8 --- 16

For erection of rails etc 1 2 --- 4

Cleaning surface 170 sqm @ 15 sqm/day --- --- --- 12

Painting ( 3 x 170 ) sqm @ 15 sqm / day --- --- --- 40

Finishing / Cleaning 1 1 --- 1

Total : 30 48 67 206

Note : a. It is assumed that all stitch welding will be done by fabricator. Hence, no separate provision

Fabricator /

Erector /

Gas cutter /

Welder

Marker /

32


is considered for welder for stitch welding.

b. Workforce for painting 1 coat primer and 2 coats finishing paint consists of 34 Painters Cl-II

at 15 sqm / day and 6 helpers to assist painters.

7. Excise duty on supply :

The excise duty is applicable on materials and all fabrication work carried out at factory.

The cost of materials is inclusive of all taxes / duties. All fabrication work is proposed at the

site of work. Therefore, no exise duty is considered in the rate analysis.


Cost of welding set @ `: 6750.00 / Each `: 6750.00

Life of welding set : 1000 hours

Use rate of welding set per hour ( cost / life ) `: 6.75

Cost of gas cutting set @ `: 2250.00 / Each `: 2250.00

Life of gas cutting set : 600 hours

Use rate of gas cutting set per hr ( cost / life ) `: 3.75

RATE ANALYSIS UNIT : 10.000 tonne

A. MATERIALS:

Sl No Unit Amount

in `.1 Structural steel

Angles / beams / channels kg 6663.00 41.55 276847.65

Plates / flats kg 2050.00 42.05 86202.50

2 Rails kg 1538.00 52.95 81440.18

3 MS Bolt / Nut / Washers kg 18.00 96.00 1728.00

4 Oxygen gas cum 261.00 78.00 20358.00

5 Acetyline gas cum 87.00 404.00 35148.00

6 Welding electrodes ( general purpose ) Nos 508.00 11.00 5588.00

7 Welding electrodes ( low hydrogen ) Nos 4574.00 21.00 96054.00

8 Zinc chromate red oxide primer ltr 15.00 209.00 3135.00

9 Synthetic enamel paint ( 1st quality ) ltr 30.00 259.00 7770.00

10 Rust cleaner / inhibitor ltr 21.00 326.00 6846.00

Contd


Sl No Unit Amount

in `.Contd

11 Use rate welding holder set Hour 541.00 6.75 3651.75

12 Use rate gas cutting torch set Hour 150.00 3.75 562.50

13 Wire brush Nos 5.00 54.00 270.00

14 Sundries LS 20.00 45.00 900.00

Total `: 626501.58





B. MACHINERY:

Sl No Unit Amount

in `.1 Welding transformer Hour 541.00 13.00 7033.00


2 Pug cutting machine Hour 24.00 18.00 432.00


3 Mobile crane 8 t Hour 12.00 412.00 4944.00


4 Stationery derric crane Hour 40.00 73.00 2920.00


5 Drilling machine Hour 8.00 20.00 160.00

Rate

Rate

in `.

Quantity

in `.

in `.

33

RateQuantity

Quantity

Perticulars

Description

Perticulars



6 Grinding machine Hour 8.00 20.00 160.00


7 Sundries LS 20.00 45.00 900.00

Total `: 55505.00





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Mobile crane Hour 12.00 144.00 1728.00

2 Crew for Drilling machine Hour 8.00 111.00 888.00

3 Crew for Grinding machine Hour 8.00 111.00 888.00

4 Foreman Day 30.00 311.67 9349.95

5 Marker / Fabricator / Erector Day 48.00 289.67 13903.92

6 Gas cutter Day 16.00 289.67 4634.64

7 Welder ( General ) Day 51.00 289.67 14772.92

8 Helper fabrication / erection Day 154.00 274.67 42298.41

9 Helper for cleaning / painting Day 18.00 274.67 4943.97

10 Painter Cl - II Day 34.00 274.67 9338.61

11 Electrician Day 5.00 276.17 1380.83

Total `: 104127.24







ABSTRACT:




TOTAL `: 931106.17

Add for zigs / supports / winches / chain-pulley @ 2.50% `: 23277.65

Add for power supply arrangements @ 1.00% `: 9311.06


Total `: 973005.95

Add for rehandling leads for 1 km including loading and unloading :

Fabricated parts 1x10 tonnes @ `: 247.10 / tonne `: 2530.06

Total cost for 10.000 tonne `: 975536.01

Rate per tonne `: 97553.60

Rate approved per tonne `: 97600.00


ITEM: Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than

15 N /sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded

aggregates for foundation filling / levelling course including cost of all materials, machinery,

labour, formwork, cleaning bed, batching, mixing, placing in position, levelling, vibrating /

tamping, finishing, curing etc., complete with lead upto 50 m.

( Cement content : 240 kg / com for use of super plasticiser )

Annexure: A

Cost of shuttering materials :

Consider one shutter and one soldier set :

RateQuantity

34

in `.Description


Shutter size : 900 mm x 1200 mm Length of soldier : 2.3 m Shutter area : 1.20 sqm

4 mm thick plate 1.08 sqm @ 31.4 kg / sqm : 33.91 kg

50 x 50 x 6 mm angle 6.6 m length @ 3.8 kg / m : 25.08 kg

50 x 6 mm flat 1.8 m length @ 2.35 kg / m : 4.23 kg

ISLC- 100 length 2.3 m @ 7.9 kg / m : 18.17 kg

6 mm plate 0.03 sqm @ 47.1 kg / sqm : 1.41 kg

Cost of 4 mm plate 33.91 kg @ `: 42.05 / kg `: 1425.92

Cost of 6.6 m angle 25.08 kg @ `: 41.55 / kg `: 1042.07

Cost of 1.8 m flat 4.23 kg @ `: 42.05 / kg `: 177.87

Cost of 2.3 m soldier 18.17 kg @ `: 41.55 / kg `: 754.96

Cost of 6mm plate 1.41 kg @ `: 42.05 / kg `: 59.29

Total `: 3460.12

Add for wastage @ 2.5 % `: 86.50

Add for bolts & nuts 0.5 kg / sqm @ `: 96.00 / kg `: 48.00

Add for fabrication of shutter @ `: 18.00 / kg `: 1490.40

Total `: 5085.02

Deduct salvage value @ 15% ( - ) `: -762.75

Total `: 4322.27

Use rate of shutters:

Use rate of shutters considering average 40 uses `: 108.06

Add for repairs / replacements / catwalks etc., @ 15% `: 16.21

Add for binding wire / temperary supports etc., @ 5% `: 5.40

Add 2 J-bolts/sqm for fixing soldier @ `: 42.00 / Each `: 84.00

Add for shutter oil at 0.2 ltr / sqm @ `: 35.00 / ltr `: 7.00

Total `: 220.67

Effective area of shutter & soldier with 100 mm margin at top & bottom : 1.00 sqm

Cost of shuttering for concrete / use / sqm ( considering 40 uses ) `: 220.67

( Excluding T & P / Profit / Overheads)

Use rate of shutters considering average 30 uses `: 144.08

Add for repairs / replacements / catwalks etc., @ 15% `: 21.61

Add for binding wire / temperary supports etc., @ 5% `: 7.20

Add 2 J-bolts/sqm for fixing soldier @ `: 42.00 / Each `: 84.00

Add for shutter oil at 0.2 ltr / sqm @ `: 35.00 / ltr `: 7.00

Total `: 263.89

Effective area of shutter & soldier with 100 mm margin at top & bottom : 1.00 sqm

Cost of shuttering for concrete / use / sqm ( considering 30 uses ) `: 263.89

( Excluding T & P / Profit / Overheads)

Annexure: B

Cost of Erection & Dismantling shuttering :

2 Fitters, 1 Carpentor Cl-II and 5 mazdoors erect 50 sqm shuttering / day.

Cost of dismantling assumed at 50 % of erection charges.

Area of shuttering with supports considered. : 100 sqm

Cleaning, conveying, erecting and oiling:

Fitter shuttering 4 Nos. @ `: 279.17 / day `: 1116.66

Carpentor Cl -II 2 Nos. @ `: 279.17 / day `: 558.33

Heavy mazdoor 10 Nos. @ `: 273.67 / day `: 2736.65

Dismantling and stacking:

Fitter shuttering 2 Nos. @ `: 279.17 / day `: 558.33

Carpentor Cl -II 1 Nos. @ `: 279.17 / day `: 279.17

Heavy mazdoor 5 Nos. @ `: 273.67 / day `: 1368.33

Total `: 6617.46

Labour charges for erecting and dismantling shuttering per sqm `: 66.17

( Excluding T & P / Profit / Overheads / Hidden costs )

DATA:For 1 cum CC :- Coarse aggregates : 0.86 cum Blending ratio : 50 :30 : 20

Fine aggregate : 0.42 cum Cement content : 240 kg Super plasticizer : 0.75 ltr

Wastage : 1 % for cement and 2 % for coarse & fine aggregates.

35


Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix for use of 40 mm down CA.

Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes assumed for batching CA & FA.

1. Quantity of concrete per shift :

Cycle time for batching / mixing / unloading 1 mix :

Batching 40-20 mm CA ( 0.090 cum ) : 3.50 min

Batching 20-10 mm & 10 mm below CA parellel activity : ---

Batching fine aggregate parellel activity : ---

Batching cement parellel activity : ---

Loading mixer drum & miscellaneous : 1.00 min

Mixing and unloading parellel activity : ---

Add for possible delays in any of the activity : 0.50 min

Total : 5.00 min

No. of mixes per day with 50 min / hr working ( 50 x 8 / 5 ) : 80 mixes

Output of CC for 80 mixes ( 80 x 50 / 240 ) say : 16.65 cum

Consider 16.65 cum concrete for rate analysis.


Cement for mix with 1 % wastage ( 16.65 x 240 x 1.01 ) : 4036 kg

Cement for incidental works @ 3 kg / cum ( 16.65 x 3 ) : 50 kg

Coarse aggregate 40-20 mm size ( 16.65 x 0.86 x 0.5 x 1.02 ) : 7.30 cum


Coarse aggregate 10-4.75 mm size ( 16.65 x 0.86 x 0.2 x 1.02 ) : 2.92 cum

Fine aggregate ( 16.65 x 0.42 x 1.02 ) : 7.13 cum

Super plasticiser ( 16.65 x 0.75 x 1.02 ) : 12.75 ltrs


Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for production of concrete.

Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating concrete.

Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete mixing / curing / cleaning etc.

Deploy 1 Water tanker 8000 ltr capacity for 1 hour for water required for concrete / curing etc.

As requirement of electric power is less for these works 1 % provision is assumed towards

cost of electric sub-station and demand charges in the rate analysis.

4. Formwork & scaffolding :

Generally no shuttering is required for foundation levelling course. However, a nominal provision

of 1 sqm / cum is proposed for side shuttering if any required for foundation filling.

Quantity of shuttering for 16.65 cum ( 16.65 x 1.00 ) : 16.65 sqm

Scaffolding / supports for foundation concreting assumed @ 10 % of cost of shuttering.


Consider batching of materials and conveyance & laying of concrete by manual labour.

Maistry : 1 No.

Mason Cl I : 1 No.

Heavy mazdoor:

For batching cement : 2 Nos.

For batching 40-20 CA : 3 Nos.

For batching 20-10 & 10-4.75 CA : 3 Nos.

For batching FA : 3 Nos.

For remixing & filling mortar pans : 2 Nos.

For loading mortar pans : 2 Nos.

For unloading mortar pans : 2 Nos.

For assisting Mason : 1 No.

Light mazdoor:

For conveying concrete @ 1 per cum : 17 Nos.

For cleaning, curing & miscellaneous : 1 No.

Labour for shuttering per sqm ( Annexure-B above ) @ `: 66.17

Labour for erecting & dismantling scaffolding @ 10 % of cost of labour for shuttering.


Use rate of shuttering per sqm for 40 uses ( Annexure-A above ) @ `: 220.67


A. MATERIALS:

36


Sl No Unit Amount

in `.1 Cement for mix kg 4036.00 7.20 29059.20

Cement for incidentals @ 3 kg / cum kg 50.00 7.20 360.00

2 Coarse aggregate 40-20 mm cum 7.30 885.00 6460.50

Coarse aggregate 20-10 mm cum 4.38 1145.00 5015.10

Coarse aggregate 10 mm below cum 2.92 1400.00 4088.00

3 Fine aggregate cum 7.13 790.00 5632.70

4 Super Plasticizer ltr 12.75 119.00 1517.25

5 Use rate of shuttering for 40 uses sqm 16.65 220.67 3674.12

Scaffolding @ 10 % of shuttering 367.41

6 Sundries ( chute / elephant trunk etc ) LS 5.00 45.00 225.00

Total `: 56399.28




Add Royalty charges on CA @ ( Included in material rates ) `: 0.00

Add Royalty charges on FA @ ( Included in material rates ) `: 0.00


B. MACHINERY:

Sl No Unit Amount

in `.1 Concrete mixer 300 / 200 ltr ( electric ) Hour 8.00 42.00 336.00


2 5 hp pump ( electric ) Hour 0.50 3.00 1.50


Contd


Sl No Unit Amount

in `.Contd

3 Water tanker 8000 ltr Hour 1.00 306.00 306.00


4 Needle vibrator 40 mm dia ( electric ) Hour 8.00 8.00 64.00


Total `: 1370.50





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Concrete mixer Hour 8.00 144.00 1152.00

2 Crew for Pump Hour 0.50 52.00 26.00

3 Crew for Water tanker Hour 1.00 108.00 108.00

4 Crew for Needle vibrator Hour 8.00 103.00 824.00

5 Maistry Day 1.00 276.17 276.17

6 Mason Class-I Day 1.00 291.67 291.67

7 Heavy mazdoor

for batching materials Day 11.00 273.67 3010.32

for loading mortar pans Day 4.00 273.67 1094.66

for laying Day 3.00 273.67 821.00

8 Light mazdoor

for conveying concrete Day 17.00 272.17 4626.81

for cleaning / washing / curing etc Day 1.00 272.17 272.17

Quantity

Description

Rate

in `.

Perticulars

in `.Quantity

in `.Description

Rate

37

Rate

Rate

Quantity

Description Quantity

in `.


9 Labour cost for shuttering sqm 16.65 66.17 1101.81

Labour cost for scaffolding @ 10 % 110.18

Total `: 13714.76







ABSTRACT:




TOTAL `: 85594.27

Add for electric sub-station / demand charges @ 1.00% `: 855.94







20 N /sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded

aggregates for foundation filling / levelling course including cost of all materials, machinery,

labour, formwork, cleaning bed, batching, mixing, placing in position, levelling, vibrating /

tamping, finishing, curing etc., complete with lead upto 50 m.

( Cement content : 300 kg / com for use of super plasticiser )















Total : 4.50 min

No. of mixes per day with 50 min / hr working ( 50 x 8 / 4.5 ) : 89 mixes










38









Generally no shuttering is required for foundation levelling course. However, a nominal provision

of 1 sqm / cum is proposed for side shuttering if any required for foundation filling.

Quantity of shuttering for 14.85 cum ( 14.85 x 1.00 ) : 14.85 sqm

Scaffolding / supports for foundation concreting assumed @ 10 % of cost of shuttering.



Maistry ( same as in Item : 9.a ) : 1 No.

Mason Class I ( same as in Item : 9.a ) : 1 No.

Heavy mazdoor ( same as in Item : 9.a ) : 18 Nos.

Light mazdoor for conveying concrete @ 1 per cum : 15 Nos.

Light mazdoor for cleaning, curing & miscellaneous : 1 No.

Labour for shuttering per sqm ( Annexure-B Item:9.a ) @ `: 66.17



Use rate of shuttering per sqm for 40 uses ( Annexure-A Item:9.a ) @ `: 220.67


A. MATERIALS:

Sl No Unit Amount






3 Fine aggregate ( screened ) cum 5.60 790.00 4424.00





Total `: 56309.38







B. MACHINERY:

Sl No Unit Amount







Rate

39

Quantity

RateQuantityPerticulars

in `.

in `.

Description




Total `: 1370.50





C. LABOUR:

Sl No Unit Amount




4 Crew for Vibrator Hour 8.00 103.00 824.00

5 Mason Class-I Day 1.00 291.67 291.67

6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor



for laying Day 3.00 273.67 821.00


for cleaning / washing / curing etc Day 1.00 272.17 272.17

Contd

C. LABOUR ( Contd ) :

Sl No Unit Amount

in `.Contd



Total `: 13170.43







ABSTRACT:




TOTAL `: 84749.70








20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded

aggregates for approach channel / fore-bay / delrvery chamber bed lining including cost

of all materials, machinery, labour, formwork, cleaning bed, batching, mixing, placing in position

as specified, forming drainage holes, levelling, vibrating /tamping, finishing, curing etc.,complete

with lead upto 50 m. ( Cement content : 300 kg / cum with use of super plasticiser )

Quantity

in `.Quantity

40

Rate

RateDescription

Description

in `.
















Total : 4.50 min


















For use of 40 mm down CA thickness of fore-bay bed lining is assumed as 30 cm.

Consider normal shuttering as concrete is laid in smaller lifts.

Consider laying of concrete in alternate panels of suitable size

Shuttering at 1 sqm / cum of concrete considered for bed lining.

Shuttering @ 1.00 sqm per cum of concrete ( 14.85 x 1 ) : 14.85 sqm

Scaffolding / supports for bed concreting assumed @ 10 % of cost of shuttering.








Labour for shuttering per sqm ( Annexure-B Item-9.a ) @ `: 66.17

Labour for erecting & dismantling supports @ 10 % of cost of labour for shuttering.


Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-9.a ) @ `: 220.67


A. MATERIALS:

Sl No Unit Amount


Quantity

41

Perticulars Rate

in `.








5 Use rate of shutter (40 uses) sqm 14.85 220.67 3276.92

6 Supports @ 10 % of shuttering 327.69


Total `: 56189.26







B. MACHINERY:

Sl No Unit Amount



Contd


Sl No Unit Amount

in `.Contd







Total `: 1370.50





C. LABOUR:

Sl No Unit Amount





5 Mason Class-I Day 1.00 291.67 291.67

6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor



for laying Day 3.00 273.67 821.00

8 Light mazdoor


for cleaning / washing / curing Day 1.00 272.17 272.17


Labour cost for supports @ 10% 98.27

Total `: 13039.40

Quantity

Quantity

Rate

42

Description

Rate

Quantity

Description

Rate

in `.

Description

in `.

in `.








ABSTRACT:




TOTAL `: 84432.16









aggregates for approach channel / fore-bay / delivery chamber side lining including cost

of all materials, machinery, labour, formwork, scaffolding, cleaning surface, batching, mixing,

placing in position as specified, forming drainage holes, levelling, vibrating / tamping, finishing,

curing etc., complete with lead upto 50 m and lift upto 1.5 m from bed level.

( Cement content : 300 kg / cum with use of plasticiser )















Total : 4.50 min













43







For use of 40 mm down CA thickness of fore-bay side lining is assumed as 30 cm.


Shuttering at 3.5 sqm / cum of concrete considered for side lining.

Shuttering @ 3.50 sqm per cum of concrete ( 14.85 x 3.5 ) : 52.00 sqm














A. MATERIALS:

Sl No Unit Amount











Total `: 66928.07







B. MACHINERY:

Sl No Unit Amount









Total `: 1370.50



Rate

in `.

Perticulars

Quantity

44

Quantity

Description

Rate

in `.




C. LABOUR:

Sl No Unit Amount





5 Mason Class-I Day 1.00 291.67 291.67

6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor



for laying Day 3.00 273.67 821.00



Contd


Sl No Unit Amount

in `.Contd



Total `: 16259.79







ABSTRACT:




TOTAL `: 101268.90






Note: For every additional 1.5 m lift beyond 1.5 m from bed level add / cum `: 27.00

( Proposed at 50 % of the lift charges worked out under Item : 13 )




aggregates for approach channel / fore-bay / delivery chamber side lining including cost

of all materials, machinery, labour, formwork, scaffolding, cleaning surface, batching, mixing,

placing in position as specified, forming drainage holes, levelling, vibrating / tamping, finishing,

curing etc., complete with lead upto 50 m and lift upto 1.5 m from bed level.

( Cement content : 330 kg / cum with use of plasticiser )

Description Quantity Rate

Quantity Rate

in `.Description

45

in `.


DATA:For 1 cum CC :- Coarse aggregates : 0.75 cum Blending ratio : 65 :35








Batching 10 mm below CA parellel activity : ---






Total : 4.50 min

















For use of 40 mm down CA thickness of fore-bay side lining is assumed as 30 cm.


Shuttering at 3.5 sqm / cum of concrete considered for side lining.















A. MATERIALS:

Sl No Unit Amount






Quantity

46

RatePerticulars

in `.






Total `: 63059.90







B. MACHINERY:

Sl No Unit Amount



Contd

B. MACHINERY( Contd ) :

Sl No Unit Amount

in `.Contd







Total `: 1370.50





C. LABOUR:

Sl No Unit Amount





5 Mason Class-I Day 1.00 291.67 291.67

6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor



for laying Day 3.00 273.67 821.00

8 Light mazdoor





Total `: 15594.71





in `.

in `.

Description

Quantity

47

Quantity

in `.Quantity

Rate

Rate

Rate

Description

Description




ABSTRACT:




TOTAL `: 95877.32







( Proposed at 50 % of the lift charges worked out under Item : 13 )




aggregates for pump house sub-structure walls / piers / abutments / well steining and

similar structures including cost of all materials, machinery, labour, formwork, scaffolding,

cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete

with lead upto 50 m and lift upto 1.5 m from founfation level. ( Cement content :

300 kg / cum with use of super plasticiser )















Total : 4.50 min
















48




For use of 40 mm down CA thickness of piers is assumed as 100 cm.


Shuttering at 4 sqm / cum of concrete considered for well steining work.

Shuttering @ 4.00 sqm per cum of concrete ( 14.85 x 4 ) : 59.40 sqm

Scaffolding / supports for walls / piers concreting assumed @ 25 % of cost of shuttering.












Add 10 % extra for fabrication of curved shutters etc `: 22.07

Total `: 242.73


A. MATERIALS:

Sl No Unit Amount








5 Use rate of curved shutter (40 uses) sqm 59.40 242.73 14418.44

6 Scaffolding @ 25 % of shuttering 3604.61


Total `: 70787.71







B. MACHINERY:

Sl No Unit Amount









Total `: 1370.50




Perticulars

in `.

in `.

Quantity


Rate

49



C. LABOUR:

Sl No Unit Amount





5 Mason Class-I Day 1.00 291.67 291.67

6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor


for loading mortar pans and laying Day 7.00 273.67 1915.66

Contd


Sl No Unit Amount

in `.Contd




Labour cost for scaffolding @ 25% 979.38

Total `: 16855.36







ABSTRACT:




TOTAL `: 106556.06






Note: Lift charges for concrete for every 1.50 m additional lift beyond 1.5 m from foundation level.

DATA:For laying concrete for sub / super structure works cost of lifting concrete upto 1.5 m height from

foundation level is included in the basic rate.

Additional lift charges are considered for every 1.5 m additional lift beyond 1.5 m from foundation.

Average quantity of concrete for sub / super structure works is assumed at 14.00 cum / day.

2 heavy mazdoor considered for one day out-put of 300 / 200 ltr capacity mixer for 1.5 m lift.


A. MATERIALS:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00


Description

in `.

RateQuantity

50

RateQuantity

in `.RateQuantityDescription

Perticulars

in `.





B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Heavy mazdoor Day 2.00 273.67 547.33

0.00 0.00 0.00

Total `: 547.33







ABSTRACT:




TOTAL `: 744.37


Total cost of 1.5 m additional lift for 14.00 cum `: 751.81





aggregates for pump house sub-structure walls / piers / abutments / well steining and

similar structures including cost of all materials, machinery, labour, formwork, scaffolding,


with lead upto 50 m and lift upto 1.5 m from founfation level. ( Cement content :

330 kg / cum with use of super plasticiser )









Batching 10 mm & below CA parellel activity : ---




in `.Rate


Description

51

Quantity

in `.



Add for unforeseen delay in any of the activity : 0.50 min

Total : 4.50 min


















Shuttering at 4.0 sqm / cum of concrete considered for about 30 cm thick well steining.


Cost of scaffolding materials considered @ 25 % of cost of shuttering.



Maistry : 1 No.

Mason Class I : 1 No.

Heavy mazdoor ( same as in Item : 12 ) : 18 Nos.




Labour for erection & dismantling scaffolding @ 25 % of cost of labour for shuttering.



Add 10 % extra for fabrication of curved shuttering `: 22.07

Total `: 242.73


A. MATERIALS:

Sl No Unit Amount







5 Use rate of shuttering sqm 54.00 242.73 13107.68



Total `: 68335.90






QuantityPerticulars Rate

52

in `.



B. MACHINERY:

Sl No Unit Amount







Contd


Sl No Unit Amount

in `.Contd



Total `: 1370.50





C. LABOUR:

Sl No Unit Amount





5 Mason Class-I Day 1.00 291.67 291.67

6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor



for laying Day 4.00 273.67 1094.66

8 Light mazdoor





Total `: 16153.06







ABSTRACT:




TOTAL `: 102756.83




Rate

Quantity

Description

Description

in `.Description Rate

53

RateQuantity

in `.

Quantity

in `.




Note: For every additional 1.5 m lift beyond 1.5 m from foundation add / cum `: 54.00



20 N / sq mm ) grade cement concrete using 20 mm down approved clean, hard, graded

aggregates for columns / anchor blocks / thrust blocks and similar structures including cost

of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing

in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift

upto 1.5 m. ( cement content : 330 kg / cum with use of super plasticiser )





Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes assumed for batching

coarse and fine aggregates.










Total : 4.50 min


















Shuttering at 6.0 sqm / cum of concrete considered for columns.





54


Maistry : 1 No.










A. MATERIALS:

Sl No Unit Amount









6 Sundries LS 5.00 45.00 225.00

Total `: 74293.93







B. MACHINERY:

Sl No Unit Amount









Total `: 1390.00





C. LABOUR:

Sl No Unit Amount





5 Mason Class-I Day 1.00 291.67 291.67

Quantity

Quantity

Description

Description

Quantity

Perticulars

in `.

55

Rate

in `.Rate

in `.Rate


6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor



for laying Day 4.00 273.67 1094.66

8 Light mazdoor



Contd


Sl No Unit Amount

in `.Contd



Total `: 18412.45







ABSTRACT:




TOTAL `: 112763.40










aggregates for pump floor beams / pump floor slab / deck slab and similar structures

including cost of all materials, machinery, materials, machinery, labour, formwork, scaffolding,


with lead upto 50 m and lift upto 1.5 m. ( Cement content : 330 kg / cum with use of super

plasticiser )













Description

56

Quantity

in `.Rate




Total : 4.50 min


















Thickness of floor slab assumed : 0.30 m

Shuttering at 5.0 sqm / cum of concrete considered for beams / slabs / openings / trenches.





Maistry : 1 No.










A. MATERIALS:

Sl No Unit Amount









6 Sundries LS 5.00 45.00 225.00

Total `: 78670.22







B. MACHINERY:

57

Perticulars Quantity Rate

in `.


Sl No Unit Amount





Contd


Sl No Unit Amount

in `.Contd





Total `: 1390.00





C. LABOUR:

Sl No Unit Amount





5 Mason Class-I Day 1.00 291.67 291.67

6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor



for laying Day 4.00 273.67 1094.66

8 Light mazdoor





Total `: 18412.45







ABSTRACT:




TOTAL `: 117839.90






Quantity

58

Description Rate

Description Rate

Description Rate

Quantity

in `.

Quantity

in `.

in `.


Note: For every 1.5 m additional lift beyond 1.5 m add / cum `: 54.00




aggregates for beams / tie-beams / lintels / chajjas / roof slab and other similar structures

including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching,

mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto

50 m and lift upto 1.5 m . ( Cement content : 330 kg / cum with use of super plasticiser )















Total : 4.50 min


















Thickness of roof slab assumed : 0.15 m

Shuttering at 6.0 sqm / cum of concrete considered for beams / slabs.





Maistry : 1 No.





59







A. MATERIALS:

Sl No Unit Amount









6 Sundries LS 5.00 45.00 225.00

Total `: 84014.01







B. MACHINERY:

Sl No Unit Amount









Total `: 1390.00





C. LABOUR:

Sl No Unit Amount





5 Mason Class-I Day 1.00 291.67 291.67

6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor



for laying Day 4.00 273.67 1094.66

60

Perticulars

in `.

RateDescription

Description RateQuantity

Quantity

Quantity Rate

in `.

in `.


8 Light mazdoor



Contd


Sl No Unit Amount

in `.Contd



Total `: 19752.49







ABSTRACT:




TOTAL `: 125861.14






Note: For every 1.5 m additional lift beyond 1.5 m add / cum `: 54.00




aggregates for cut-off walls / apron and other similar structures at valley crossing of pipe line

including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching,

mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto

50 m and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser )















Total : 4.50 min




in `.QuantityDescription

61

Rate
















Shuttering at 1.5 sqm / cum of concrete considered for cut-off wall and apron together.

Shuttering @ 1.5 sqm per cum of concrete ( 13.50 x 1.5 ) say : 20.00 sqm

Cost of supports for shuttering considered @ 10 % of cost of shuttering.



Maistry : 1 No.









Add 10 % extra for fabrication of curved shuttering `: 22.07

Total `: 242.73


A. MATERIALS:

Sl No Unit Amount









6 Sundries LS 5.00 45.00 225.00

Total `: 57291.46







B. MACHINERY:

Sl No Unit Amount




in `.

Description

Perticulars

Quantity

Quantity Rate

in `.Rate

62



Contd


Sl No Unit Amount

in `.Contd





Total `: 1370.50





C. LABOUR:

Sl No Unit Amount





5 Mason Class-I Day 1.00 291.67 291.67

6 Maistry Day 1.00 276.17 276.17

7 Heavy mazdoor



for laying Day 4.00 273.67 1094.66

8 Light mazdoor





Total `: 15617.05







ABSTRACT:




TOTAL `: 89216.31








15 N /sq mm ) grade cement concrete using 40 mm down approved clean, hard, graded

aggregates for paving infront of pump house and other locations as directed including cost

Description

in `.

Quantity

63

Rate

in `.Rate

Quantity

Description


of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position,

levelling, vibrating / tamping, finishing top surface in CM 1 : 3 proportion by volume, curing etc.,

complete with lead upto 50 m and all lifts. ( Cement content : 240 kg / com for use of

super plasticiser )















Total : 5.00 min






Cement for top finishing @ 30 kg /cum ( 16.65 x 30 ) : 500 kg





Fine aggregate for CC ( 16.65 x 0.42 x 1.02 ) : 7.13 cum

Fine aggregate for finishing CM ( 16.65 x 0.05 x 1.02 ) : 0.85 cum








Shuttering at 1 sqm / cum considered and no scaffolding proposed.

Quantity of shuttering for 16.65 cum : 16.65 sqm



Maistry : 1 No.

Mason Cl I : 2 No.

Heavy mazdoor:


For batching 40-20 CA : 3 Nos.

For batching 20-10 & 10-4.75 CA : 3 Nos.


For remixing & filling mortar pans : 2 Nos.

For loading mortar pans : 2 Nos.

For unloading mortar pans : 2 Nos.

For assisting Mason : 2 No.

64


Light mazdoor:





Labour charges for erecting and dismantling shuttering per sqm `: 34.60

( Excluding T & P / Profit / Overheads / Hidden costs )


A. MATERIALS:

Sl No Unit Amount


Cement for mortar finishing kg 500.00 7.20 3600.00





3 Fine aggregate for CC cum 7.13 790.00 5632.70

Fine aggregate for finishing CM cum 0.85 790.00 671.50



6 Sundries LS 2.00 45.00 90.00

Total `: 60168.37







B. MACHINERY:

Sl No Unit Amount









Total `: 1370.50





C. LABOUR:

Sl No Unit Amount





5 Maistry Day 1.00 276.17 276.17

Contd

Rate

Quantity

Quantity

65

Perticulars

Description

Description

Quantity

Rate

Rate

in `.

in `.

in `.



Sl No Unit Amount

in `.Contd

6 Mason Class-I Day 2.00 291.67 583.33

7 Heavy mazdoor



for laying anf finishing Day 4.00 273.67 1094.66

8 Light mazdoor



9 Labour charges for stuttering sqm 16.65 34.60 576.11

Total `: 13644.21







ABSTRACT:




TOTAL `: 89870.47







ITEM: Providing and constructing un-coursed rubble stone masonry with approved stones in

CM 1 : 4 proportion by volume for retaining walls / ground level reservoirs etc., including

cost of all materials, machinery, labour, scaffolding, cleaning, batching and mixing mortar,

packing mortar into joints, wedging with stone chips, finishing, curing etc., complete with lead

upto 50 m and lift upto 1.5 m.

DATA:For 1 cum masonry :- Rubble stones : 0.85 cum Stone chips : 0.15 cum.

Sand : 0.40 cum Cement : 143 kg Wastage : 1 % for cement & 2 % for stones / sand.

Cement mortar preparation : Manual

Output of 1 Mason Class-I with 2 Mason Class-II per day : 10.00 cum

Consider 10 cum masonry for rate analysis.


Cement ( 10 x 143 x 1.01 ) : 1445 kg

Rubble stones ( 10 x 0.85 x 1.02 ) : 8.70 cum

Stone chips ( 10 x 0.15 x 1.02 ) : 1.55 cum

Sand ( screened ) ( 10 x 0.4 x 1.02 ) : 4.10 cum


Deploy 1 Pump 5 hp for 0.5 hour for water required for mortar mixing / curing / cleaning etc.



Maistry : 1 No.

Mason Class-I : 1 No.

in `.Description

66

RateQuantity

67


Mason Class-II : 2 Nos.

Heavy mazdoor :

For conveying stones / chips : 6 Nos.

For preparing mortar : 2 Nos.

For loading mortar pans : 1 No.

For laying and packing mortar : 3 Nos.

Light mazdoor :

For conveying mortar : 4 Nos.

For curing and miscellaneous : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `.1 Cement kg 1445.00 7.20 10404.00

2 Rubble stones cum 8.70 420.00 3654.00

3 Stone chips cum 1.55 520.00 806.00

4 Sand ( screened ) cum 4.10 790.00 3239.00

Total `: 18103.00




Add for scaffolding / rampway @ 2% `: 362.06

Add Royalty charges on Stones @ ( Included in material rates ) `: 0.00

Add Royalty charges on Sand @ ( Included in material rates ) `: 0.00


B. MACHINERY:

Sl No Unit Amount

in `.1 5 hp pump ( electric ) Hour 0.50 3.00 1.50




Total `: 626.50





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Pump Hour 0.50 52.00 26.00


3 Maistry Day 1.00 276.17 276.17

4 Mason Class-I Day 1.00 291.67 291.67

5 Mason Class-II Day 2.00 279.17 558.33

6 Heavy mazdoor

for conveying rubble stones / chips Day 6.00 273.67 1641.99

for preparing mortar & loading pans Day 3.00 273.67 821.00

for laying & packing mortar Day 3.00 273.67 821.00

7 Light mazdoor

for washing rubble / finishing / curing Day 1.00 272.17 272.17

for conveying mortar Day 4.00 272.17 1088.66

Total `: 5904.97

Contd

Perticulars

Quantity

in `.

Description

Quantity

Quantity

in `.

Description

68

Rate

Rate

Rate

in `.



Sl No Unit Amount

in `.Contd






Add for Labour for scaffolding @ 2% `: 118.10


ABSTRACT:




TOTAL `: 30206.38






Note : For every 1.5 m additional lift beyond 1.5 m initial lift add / cum `: 54.00


ITEM: Providing and constructing size stone masonry in CM 1 : 4 proportion by volume for walls

using 200 mm height size stones and pin headers from approved source including cost of all

materials, machinery, labour, scaffolding, ramps, cleaning, batching and mixing mortar,packing

mortar into joints, wedging with stone chips, finishing, curing etc., complete with lead upto

50 m and lift upto 1.5 m.

DATA:Thickness of size stone masonry wall assumed : 40 cm

For 1 cum masonry :- Size stones 200 x 200 x 300 mm : 42 Nos

Header stones 200 x 200 x 400 mm size : 14 Nos.

Rubble stones : 0.22 cum

Stone chips : 0.025 cum

Cement : 107 kg

Sand : 0.30 cum

Wastage : 1 % for cement and 2 % for stones / sand.

Preparation of mortar : Manual


Consider 10 cum size masonry for rate analysis.

Consider 5 percent wastage of mortar in handling and use.


Cement ( 10 x 107 x 1.01 x 1.05 ) : 1135 kg

Size stones 200 x200 x 300 mm ( 10 x 42 x 1.02 ) : 428 Nos

Header stones 200 x 200 x 400 mm ( 10 x 14 x 1.02 ) : 143 Nos.

Rubble stones ( 10 x 0.22 x 1.02 ) : 2.24 cum

Stone chips ( 10 x 0.025 x 1.02 ) : 0.23 cum

Sand ( screened ) ( 10 x 0.30 x 1.02 x 1.05 ) : 3.21 cum




in `.

69

Description RateQuantity



Maistry : 1 No.



Stone chiseller Cl II : 10 Nos

Heavy mazdoor :

For conveying size stones / rubble / chips : 6 Nos.



For assisting masons and miscellaneous works : 2 Nos.

Light mazdoor :




A. MATERIALS:

Sl No Unit Amount

in `.1 Cement kg 1135.00 7.20 8172.00

2 Header stones 200 x 200 x 400 mm Nos 143.00 19.00 2717.00

3 Size stones 200 x 200 x 300 mm Nos 428.00 12.00 5136.00

4 Rubble stones cum 2.24 420.00 940.80

5 Stone chips cum 0.23 520.00 119.60

6 Sand screened cum 3.21 790.00 2535.90

Total `: 19621.30




Add for scaffolding / rampway materials @ 5% `: 981.07




B. MACHINERY:

Sl No Unit Amount





Total `: 626.50





C. LABOUR:

Sl No Unit Amount



3 Maistry Day 1.00 276.17 276.17

4 Stone chiseller Cl -II Day 10.00 276.67 2766.65

5 Mason Class-I Day 2.00 291.67 583.33


Contd

70

Description

Quantity

Description

Quantity

Perticulars

in `.

Rate

in `.

Quantity

in `.

Rate

Rate



Sl No Unit Amount

in `.Contd

7 Heavy mazdoor

for conveying stones / chips / rubble Day 6.00 273.67 1641.99

for preparation of mortar Day 2.00 273.67 547.33


for assisting masons Day 2.00 273.67 547.33

8 Light mazdoor



Total `: 8689.62






Add for labour for scaffolding / rampway @ 5% `: 434.48


ABSTRACT:




TOTAL `: 36690.12








ITEM: Providing and constructing burnt brick masonry in CM 1 : 4 proportion by volume for walls

using burnt bricks from approved source including cost of all materials, machinery, labour,

scaffolding, ramps, cleaning, batching and mixing mortar, packing mortar into joints, finishing,

curing etc., complete with lead upto 50 m and lift upto 1.5 m.

DATA:Thickness of burnt brick masonry wall assumed : 23 cm

For 1 cum masonry :- Burnt bricks : 487 Nos

Cement : 95 kg

Sand : 0.25 cum







Burnt bricks ( 10 x 487 x 1.02 ) : 4970 Nos

Cement ( 10 x 95 x 1.01 x 1.05 ) : 1007 kg






71


in `.Rate


Maistry : 1 No.



Heavy mazdoor :

For conveying bricks : 6 Nos.



For assisting masons : 2 Nos.

Light mazdoor :




A. MATERIALS:

Sl No Unit Amount

in `.1 Cement kg 1007.00 7.20 7250.40

2 Burnt bricks Nos 4970.00 5.38 26713.75


Total `: 36097.15





Add Royalty charges on bricks @ ( Included in material rates ) `: 0.00



B. MACHINERY:

Sl No Unit Amount





Total `: 626.50





C. LABOUR:

Sl No Unit Amount



3 Maistry Day 1.00 276.17 276.17

4 Mason Class-I Day 3.00 291.67 875.00


6 Heavy mazdoor

for conveying bricks Day 6.00 273.67 1641.99

for preparation of mortar & loading pans Day 4.00 273.67 1094.66


Contd


Sl No Unit Amount

72

Perticulars

Description Rate

in `.

Quantity

in `.Description

Quantity

Description

Quantity

Rate

Rate

Quantity

in `.Rate


in `.Contd

7 Light mazdoor

for washing / curing Day 1.00 272.17 272.17


Total `: 6777.46








ABSTRACT:




TOTAL `: 53929.76








ITEM: Providing and constructing cement concrete solid block masonry walls in CM 1 : 4

proportion by volume for walls using CC solid blocks from approved source including cost of all

materials, machinery, labour, scaffolding, ramps, cleaning, batching and mixing mortar, packing

mortar into joints, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m.

DATA:Thickness of CC solid block masonry wall assumed : 20 cm

For 1 cum masonry :- CC solid blocks of size 400 x 200 x 200 mm : 56 Nos

Cement : 55 kg

Sand : 0.15 cum







Cement ( 10 x 55 x 1.01 x 1.05 ) : 584 kg

Cement concrete solid blocks ( 10 x 56 x 1.02 ) : 571 Nos






Maistry : 1 No.



Heavy mazdoor :

For conveying size stones / rubble / chips : 6 Nos.


73

in `.



For laying and packing mortar : 2 Nos.

Light mazdoor :




A. MATERIALS:

Sl No Unit Amount

in `.1 Cement kg 584.00 7.20 4204.80

2 Cement concrete solid blocks Nos 571.00 41.00 23411.00


Total `: 28879.80








B. MACHINERY:

Sl No Unit Amount





Total `: 626.50





C. LABOUR:

Sl No Unit Amount



3 Maistry Day 1.00 276.17 276.17

4 Mason Class-I Day 2.00 291.67 583.33


6 Heavy mazdoor

for conveying CC blocks Day 6.00 273.67 1641.99

for preparation of mortar Day 1.00 273.67 273.67



7 Light mazdoor



Total `: 5113.47

Contd


Sl No Unit Amount

in `.Contd

74

Description

in `.Description

Perticulars

Quantity

Description

in `.

Rate

in `.Quantity

Rate

Quantity

RateQuantity

in `.

Rate









ABSTRACT:




TOTAL `: 42850.54








ITEM: Providing and fixing 1 mm thick Class-II ( 600 gms / sqm zinc coating both side inclusive )

corrugated G.I sheets for roof with necessary fixtures such as 'J ' bolts with nuts, bitumin

washers, G.I washers etc., including cost of all materials, machinery, labour, scaffolding etc.,

complete with lead upto 50 m and all lifts.

DATA:Consider 100 sqm area of roof for rate analysis.

Consider 10 % extra area of sheets for over-lapping.

Area of CGI sheets required for 100 sqm roof ( 100 x 1.1 ) : 110.00 sqm

Weight of 1mm thick Class- II CGI sheet / sqm : 10.41 kg


Weight of CGI sheets for 100 sqm roofing ( 110 x 10.41 / 1000) : 1.145 tonne

J- bolts with nuts at 2 Nos / sqm ( 100 x 2 ) : 200 Nos

G.I washers : 2.00 kg

Bitumin washers 200 Nos


No machinery proposed.

3. Requirement of workforce :

Maistry : 1 No.

Carpenter Class II : 5 Nos

Heavy mazdoor : 10 Nos

RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Sl No Unit Amount

in `.1 CGI sheets Class II 1 mm thick tonne 1.145 72198.00 82666.71

2 J - bolt with nut Nos 200.00 6.30 1260.00

Contd


Sl No Unit Amount

in `.Contd

3 GI washer kg 2.00 104.00 208.00

in `.Perticulars

75

Quantity Rate

Quantity

in `.Perticulars Rate


4 Bitumin washer Nos 200.00 0.59 118.80

Total `: 84253.51




Add for scaffolding etc @ 2% `: 1685.07


B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Carpenter Class II Day 5.00 279.17 1395.83

2 Maistry Day 1.00 276.17 276.17


Total `: 4408.64






Add for labour for scaffolding @ 2% `: 88.17


ABSTRACT:




TOTAL `: 105503.07


Total cost for 100.00 sqm `: 106558.10

Rate per sqm `: 1065.58

Rate approved per sqm `: 1066.00


ITEM: Providing and fixing 1 mm thick Class-II ( 600 gms / sqm zinc coating both side inclusive )

plain G.I sheets for ridge portion of roof with necessary fixtures such as 'J ' bolts with

nuts, bitumin washers, G.I washers etc., including cost of all materials, machinery, labour,

scaffolding etc., complete with lead upto 50 m and all lifts.

DATA:Consider 10 Rm length of ridge for rate analysis.

Consider 10 % extra area of sheets for over-lapping.

Area of plain GI sheets required for 10 m ridge ( 10 x1 x x 1.1 ) : 11.00 sqm

Weight of 1mm thick Class- II GI sheet / sqm : 10.41 kg


Weight of GI sheets for 10 m length ridge ( 11 x 10.41 / 1000) : 0.115 tonne

Description

76

Quantity


in `.

in `.

Rate


J- bolts with nuts at 4 Nos / Rm ( 10 x 4 ) : 40 Nos

G.I washers : 0.40 kg

Bitumin washers 40 Nos




Maistry : 0.5 No.

Carpenter Class II : 1 No

Heavy mazdoor : 2 Nos

RATE ANALYSIS UNIT : 10.00 Rm

A. MATERIALS:

Sl No Unit Amount

in `.1 Plain GI sheets Class II 1 mm thick tonne 0.115 67251.00 7733.87

2 J - bolt with nut Nos 40.00 6.30 252.00

3 GI washer kg 0.40 104.00 41.60

4 Bitumin washer LS 0.50 45.00 22.50

Total `: 8049.97




Add for scaffolding etc @ 2% `: 161.00


B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Carpenter Class II Day 1.00 279.17 279.17

2 Maistry Day 0.50 276.17 138.08


Total `: 964.58






Add for labour for scaffolding @ 2% `: 19.29


ABSTRACT:




TOTAL `: 10830.08


Total cost for 10.00 Rm `: 10938.38

77

Description

RateDescription

Perticulars

Quantity Rate

Quantity

Quantity

in `.

in `.

in `.Rate


Rate per Rm `: 1093.84

Rate approved per Rm `: 1094.00


ITEM: Providing cement mortar pointing to rubble stone / size stone masonry in CM 1 : 3 proportion

by volume including cost of all materials, labour, raking and cleaning joints for 50 mm depth,

pressing mortar into joints, scaffolding, finishing, curing etc., complete with lead upto 50 m

and all lifts.

DATA:Consider 100 sqm area for analysis.

Quantity of CM considering 15 to 20 mm wide and 50 mm deep joints : 0.58 cum

Quantity of mortar for 100 sqm with 10 % wastage : 0.64 cum

For 1 cum cement mortar 1 : 3 proportion Cement : 460 kg Sand : 0.96 cum.


Cement ( 0.64 x 460 x 1.01 ) : 298 kg

Sand ( screened ) ( 0.64 x 0.96 x 1.02 ) : 0.65 cum


No machinery proposed for mixing mortar.


Deploy 1 Water tanker 8000 ltr capacity for 0.2 hour for water required for mortar / curing etc.


Maistry : 1 No.

Mason Class-I @ 10 sqm / day : 10 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 5 Nos

Light mazdoor for conveying mortar and curing etc : 5 Nos.


A. MATERIALS:

Sl No Unit Amount

in `.1 Cement kg 298.00 7.20 2145.60


Total `: 2659.10




Add for scaffolding / ramps etc @ 2% `: 53.18



B. MACHINERY:

Sl No Unit Amount





Total `: 125.30

Contd


Sl No Unit Amount

in `.Contd





Description


Rate

in `.

Description

78

Quantity

Quantity

Rate

in `.

in `.Rate


C. LABOUR:

Sl No Unit Amount



3 Mason Cl- I Day 10.00 291.67 2916.65

4 Maistry Day 1.00 276.17 276.17



Total `: 5948.77








ABSTRACT:




TOTAL `: 11486.23


Add for enabling works / water charges @ 1.00% `: 114.86





ITEM: Providing 12 mm thick cement mortar plastering in CM 1:3 proportion by volume including

cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing

etc., complete with lead upto 50 m and all lifts.

DATA:Consider 100 sqm plastering area for analysis.

Quantity of mortar for 100 sqm plastering with 10 % wastage : 1.32 cum



Cement ( 1.32 x 460 x 1.01 ) : 614 kg







Maistry : 1 No.

Mason Class-I @ 10 sqm / day : 10 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 10 Nos



A. MATERIALS:

Sl No Unit Amount

in `.1 Cement kg 614.00 7.20 4420.80


Description

in `.

in `.Quantity

QuantityPerticulars

Rate

79

Rate


Total `: 5447.80







B. MACHINERY:

Sl No Unit Amount





Total `: 250.60





C. LABOUR:

Sl No Unit Amount



3 Mason Cl- I Day 10.00 291.67 2916.65

4 Maistry Day 1.00 276.17 276.17



Total `: 8704.72








ABSTRACT:




TOTAL `: 18719.31


Add for enabling works / water charges @ 1.00% `: 187.19





ITEM: Providing 20 mm thick cement mortar plastering in CM 1:3 proportion by volume including

cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing

etc., complete with lead upto 50 m and all lifts.

DATA:Consider 100 sqm plastering area for analysis.

20 mm thick plastering to be done in 2 layers of 12 mm and 8 mm .

Quantity of mortar for 100 sqm plastering with 10 % wastage : 2.20 cum


QuantityDescription

Description

in `.

80

Rate

Rate

Quantity

in `.



Cement ( 2.20 x 460 x 1.01 ) : 1022 kg







Maistry : 1 No.

Mason Class-II for rough plastering @ 20 sqm / day : 5 Nos.

Mason Class-I for finishing plastering @ 10 sqm / day : 10 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 10 Nos.



A. MATERIALS:

Sl No Unit Amount

in `.1 Cement kg 1022.00 7.20 7358.40


Total `: 9056.90







B. MACHINERY:

Sl No Unit Amount





Total `: 313.25





C. LABOUR:

Sl No Unit Amount



Contd


Sl No Unit Amount

in `.Contd

3 Mason Cl- I Day 10.00 291.67 2916.65

4 Mason Cl- II Day 5.00 279.17 1395.83

5 Maistry Day 1.00 276.17 276.17



Total `: 11474.77


Description

Quantity RateDescription

Rate

Description


Quantity

Quantity

81

Rate

in `.

in `.

in `.

Rate

in `.








ABSTRACT:




TOTAL `: 26870.31


Add for enabling works/ water charges @ 1.00% `: 268.70





ITEM: Providing and applying two coats of water proof cement paint of approved quality and colour

including cost of all materials, labour, scraping surface, scaffolding etc.,complete with all leads

and lifts.

DATA:Coverage for base coat painting per kg of paint : 5.0 sqm

Coverage for additional coat painting per kg of paint : 7.0 sqm

Consider wastage at 5 percent.

Consider 100 sqm painting area for rate analysis.


Water proof cement paint for base coat ( 100 x 1.05 / 5 ) : 21.0 kg

Water proof cement paint for additional coat ( 100 x 1.05 / 7 ) : 15.0 kg

Total quantity of water proof cement paint for 2 coats ( 21 + 15 ) : 36.0 kg




Maistry : 1 No.

Painter Cl II for base coat @ 40 sqm / day : 2.5 Nos.

Painter Cl II for additional coat @ 50 sqm / day : 2.0 Nos

Heavy mazdoor for assisting painter : 4.5 Nos.


A. MATERIALS:

Sl No Unit Amount

in `.1 Water proof cement paint kg 36.00 60.00 2160.00

Contd


Sl No Unit Amount

in `.Contd

2 Sundries ( brush / scraper / broom etc ) LS 4.00 45.00 180.00

Total `: 2340.00




Add for scaffolding / ladder etc @ 5% `: 117.00



Quantity

in `.Rate

82

in `.Perticulars Rate


B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Painter Cl II Day 4.50 274.67 1235.99

2 Maistry Day 1.00 276.17 276.17


Total `: 2743.65






Add for labour for scaffolding / ladder @ 5% `: 137.18


ABSTRACT:




TOTAL `: 6699.95






ITEM: Providing and applying one coats of water proof cement paint of approved quality and colour

including cost of all materials, labour, scraping and cleaning surface, scaffolding etc.,complete

with all leads and lifts.

DATA:Coverage for each additional coat painting per kg of paint : 5.0 sqm




Water proof cement paint ( 100 x 1.05 / 5 ) : 21.0 kg




Maistry : 0.5 No.

Painter Cl II : 2.5 Nos.



A. MATERIALS:

Sl No Unit Amount

in `.

Description

Description

Quantity

83

Quantity

Quantity

in `.

Rate

in `.

Rate

Rate

in `.Perticulars


1 Water proof cement paint kg 21.00 60.00 1260.00


Total `: 1350.00






B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount


2 Maistry Day 0.50 276.17 138.08


Total `: 1508.91








ABSTRACT:




TOTAL `: 3761.06






ITEM: Providing and applying two coats of plastic enulsion paint of approved quality and colour

including cost of all materials, labour, scraping and cleaning surface, scaffolding etc., complete


DATA:Coverage for base coat painting per litre of paint : 9 sqm

Coverage for additional coat painting per litre of paint : 12 sqm




Plastic emulsion paint for base coat ( 100 x 1.05 / 9 ) : 11.7 litres

Plastic emulsion paint for additional coat ( 100 x 1.05 / 12 ) : 8.8 litres

Total quantity of paint ( 11.7 + 8.8 ) : 20.5 litres

Description


in `.Quantity

in `.Rate

Rate

84





Maistry : 1.0 No.

Painter Cl II for base coat : 2.5 Nos.

Painter Cl II for additional coat : 2.0 Nos



A. MATERIALS:

Sl No Unit Amount

in `.1 Plastic emulsion paint ltr 23.00 264.00 6072.00


Total `: 6252.00






B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount


2 Maistry Day 1.00 276.17 276.17


Total `: 2743.65




Contd


Sl No Unit Amount

in `.Contd





ABSTRACT:




TOTAL `: 11433.47


85

Description

in `.

Quantity

Quantity


Rate

Description

Rate

Rate

in `.

Quantity

Description

in `.

in `.Rate






ITEM: Providing and applying one coat of plastic enulsion paint of approved quality and colour

including cost of all materials, labour, scraping and cleaning surface, scaffolding etc., complete


DATA:Coverage for one coat painting per litre of paint : 10 sqm




Plastic emulsion paint ( 100 x 1.05 / 10 ) : 10.5 litres




Maistry : 0.5 No.

Painter Cl II : 2.5 Nos.



A. MATERIALS:

Sl No Unit Amount

in `.1 Plastic emulsion paint ltr 10.50 264.00 2772.00


Total `: 2884.50






B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00

Total `: 0.00

Contd


Sl No Unit Amount

in `.Contd





C. LABOUR:

Sl No Unit Amount


2 Maistry Day 0.50 276.17 138.08


Total `: 1508.91

Quantity

Rate

in `.

86

Description

in `.

QuantityDescription

Description Rate

Rate

Rate

in `.

Quantity

Quantity

Perticulars

in `.









ABSTRACT:




TOTAL `: 5617.80






ITEM: Providing and fixing push and pull type rolling shutter ( excluding top cover ) made out of

18 gauge x 75 mm wide cold rolled steel lathes of convex corrugations complete with side

guides, bottom rails, inter-locking arrangement by means of alternate end clips, suspension

shafts with high tension coil type springs, locking arrangements, pulling hooks, handles and

all other fittings and accessories including cost of all materials, machinery, labour, applying

two coats of synthetic enamel paint of approved quality over a coat of zinc chromate red oxide

primer paint etc., complete with all leads and lifts.

DATA:Consider 3.5 m x 4.5 m size rolling shutter for rate analysis.

Cement mortar 1:3 for finishing the sides of guides and bottom rail : 0.02 cum


Area of shutter from C / L of shaft to floor level ( 3.5 x 4.5 ) : 15.75 sqm

Quantity of cement for CM 1:3 including wastage : 10 kg

quantity of sand for CM 1:3 including wastage : 0.02 cum

Synthetic enamel paint 2 coats : 4.0 ltrs




Maistry : 1 No.

Structural steel erector : 1 No.

Helper erection : 1 No.

Mason Cl I : 0.5 No

Chiseller : 0.5 No

Painter Cl II : 1 No.

Heavy mazdoor for assisting mason : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `.1 Rolling shutter sqm 15.75 2734.00 43060.50

2 Cement kg 10.00 7.20 72.00

3 Sand cum 0.02 790.00 15.80


5 Sundries ( brush / scraper etc ) LS 6.00 45.00 270.00

Total `: 44454.30



Perticulars

in `.

87

Quantity Rate






B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Structural steel erector Day 1.00 289.67 289.67

2 Helper erection Day 1.00 274.67 274.67

3 Mason Cl I Day 0.50 291.67 145.83

4 Chiseller Cl II Day 0.50 276.67 138.33

5 Painter Cl II Day 1.00 274.67 274.67

6 Maistry Day 1.00 276.17 276.17


Total `: 1672.99








ABSTRACT:




TOTAL `: 54764.80






ITEM: Providing and fixing top cover to rolling shutter made out of 18 gauge cold rolled steel sheet

including cost of all materials, machinery, labour, applying two coats of synthetic enamel paint

of approved quality over a coat of zinc chromate red oxide primer paint etc., complete with all

leads and lifts.

DATA:Consider 3.6 m length top cover for 3.5 m width rolling shutter.


Top cover made of 18 gauge cold rolled steel sheet : 3.60 m

Synthetic enamel paint 1st quality @ 0.1 ltr / m : 0.40 ltr



88

in `.RateQuantity

QuantityDescription

Description

Rate

in `.



Maistry : 0.25 No.

Structural steel erector : 0.25 No

Helper erection : 0.25 No

Painter Cl II : 0.25 No.

Heavy mazdoor for assisting painter : 0.25 No.


A. MATERIALS:

Sl No Unit Amount

in `.1 Top cover Rm 3.60 569.00 2048.40

2 Synthetic enamel paint 1st quality ltr 0.40 259.00 103.60


Total `: 2174.50






B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Structural steel erector Day 0.25 289.67 72.42

2 Helper erection Day 0.25 274.67 68.67

3 Painter Cl II Day 0.25 274.67 68.67

Contd


Sl No Unit Amount

in `.Contd

4 Maistry Day 0.25 276.17 69.04


Total `: 347.21








ABSTRACT:




in `.

Perticulars


Description

Rate

Quantity

Rate

in `.Rate

Quantity

in `.

in `.

Quantity

89

Description


TOTAL `: 3019.84






ITEM: Providing and fixing steel door made of standard sections with single or double shutter fully

panelled or partly panelled and partly glazed with 4 mm thick plain glass fixed to glazed

panels with aluminium beading, all steel sections cut to length, joints mitred and but welded,

all corners grinded, 40 x 5 mm size mild steel hold-fasts 40 cm long 2 numbers on each side,

all other fixtures like hinges, tower bolts, 6 lever mortise lock, aldrops, handles, stays etc.,

including cost of all materials, machinery, labour, fixing frame in position, embedding hold-fasts

in 15 cm thick CC 1: 3: 6 proportion by volume using 20 mm down approved clean, hard,

graded aggregates, applying 2 coats of synthetic enamel paint of approved quality over a coat

of zinc chromate red oxide primer paint etc., complete with all leads and lifts.

5.33.1 Door frame made of 6 gauge CRCA sheets to 60 x 125 mm profile with rebate for shutter fixing

and anular space in door frame packed with cement concrete or mortar and shutters made of

16 gauge 60 x 40 mm hollow pipes with 18 gauge M.S sheet of corrugated profile or formed to

other specified profile welded to frame for panelled portion and 12 x 3 mm flats welded alround

each halve of glazed portion of frame for fixing glass.

DATA:Consider 2.1 m x 1.00 m size door for rate analysis.

Cement concrete 1:3:6 for fixing hold-fasts : 0.055 cum

Cement mortar for filling back side of frame C M 1 : 4 proportion : 0.040 cum


Area of door from outer to outer of frame ( 2.1 x 1.00 ) : 2.10 sqm

Cement for CC 1:3:6 CC including wastage : 12 kg

Cememt for CM 1 : 4 includimg wastage : 15 kg

Coarse aggregate 20 to 10 mm for CC 1:3:6 including wastage : 0.04 cum

Coarse aggregate 10 to 4.75 mm for CC 1:3:6 including wastage : 0.015 cum

Sand for CC 1:3:6 including wastage : 0.025 cum

Sand for CM 1 : 4 including wastage : 0.045 cum

Plain glass 4 mm thick : 1.00 sqm

Synthetic enamel paint 2 coats : 0.4 ltr




Maistry : 0.25 No.

Mason Cl I : 0.25 No


Heavy mazdoor for assisting mason : 0.25 No.


A. MATERIALS:

Sl No Unit Amount

in `.1 Steel door as above ( except glass ) sqm 2.10 5008.00 10516.80

2 Cement kg 27.00 7.20 194.40

3 20-10 mm CA cum 0.040 1145.00 45.80

4 10-4.75 mm CA cum 0.015 1400.00 21.00

5 Sand cum 0.07 790.00 55.30

6 Plain glass 4 mm thick sqm 1.00 467.00 467.00



90

Quantity Rate

in `.Perticulars


Total `: 11493.90







B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Mason Cl I Day 0.25 291.67 72.92

2 Painter Cl II Day 0.25 274.67 68.67

3 Maistry Day 0.25 276.17 69.04


Total `: 279.04







ABSTRACT:




TOTAL `: 13712.42





5.33.2 Door frame made of 16 gauge 80 x 40 mm hollow sections and shutters made of 16 gauge

60 x 40 mm hollow pipes with 18 gauge M.S sheet of corrugated prodile or formed to other

specified profile welded to the frame for panelled portion and 12 x 3 mm flats welded alround

each halveof glazed portion of frame for fixing glass.





Cement for CM 1:3:6 CC including wastage : 12 kg




Description

in `.

Quantity

Quantity

in `.

Rate

Description Rate

91






Maistry : 0.25 No.

Mason Cl I : 0.25 No




A. MATERIALS:

Sl No Unit Amount

in `.1 Steel door sqm 2.10 6089.00 12786.90

2 Cement kg 12.00 7.20 86.40

3 20-10 mm CA cum 0.040 1145.00 45.80

4 10-4.75 mm CA cum 0.015 1400.00 21.00

5 Sand cum 0.025 790.00 19.75

6 Plain glass 4 mm thick sqm 1.00 467.00 467.00



Total `: 13620.45







B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00

Total `: 0.00

Contd


Sl No Unit Amount

in `.Contd





C. LABOUR:

Sl No Unit Amount

in `.1 Mason Cl I Day 0.25 291.67 72.92

2 Painter Cl II Day 0.25 274.67 68.67

3 Maistry Day 0.25 276.17 69.04


Total `: 279.04






Rate

Rate

in `.

Perticulars


Description

Description

92

in `.Quantity

in `.Quantity Rate

in `.

RateQuantity



ABSTRACT:




TOTAL `: 16179.22






ITEM: Providing and fixing steel glazed windows and ventilators with frame and shutters made of

extruded / pressed steel sections cut to length, joints mitred anf butt welded, corners grinded,

shutters fitted with 4 mm thick plain glass with aluminium beading, 40 x 5 mm size mild steel

hold-fasts 40 cm long 2 numbers on each side, all other fixtures like ball hinges, handles,

telescopic stays etc., including cost of all materials, machinery, labour, fixing frame in position,

emedding hold-fasts in 10 cm thick CC 1:3:6 proportion by volume using 20 mm down approved

clean, hard, graded aggregates, applying 2 coats of synthetic enamel paint of approved quality

over a coat of zinc chromate red oxide primer paint etc., complete with all leads and lifts.

5.34.1 Frame made of 18 gauge 40 x 40 mm tubular sections and shutter made of extruded Z-sections

conforming to IS-7452 and 12 mm squre guard bars welded to frame at 12 cm centre to centre.





Cement for CM 1:3:6 CC including wastage : 10 kg




4 mm th plain glass : 1.2 sqm

Aluminium beading : 6.8 m


12 mm squre MS guard bars @ 12 cm C/C ( 9 x 1 x 1.1 x 1.025 ) : 10.1 kg


Welding transformer for welding guard bars : 2 hours


Maistry : 0.1 No.

Fabricator : 0.5 No

Helper fabrication : 0.5 No

Mason Cl I : 0.1 No




A. MATERIALS:

Sl No Unit Amount

in `.1 Steel window ( excluding glass & bars) sqm 1.20 2210.00 2652.00

2 Cement kg 10.00 7.20 72.00

3 20-10 mm CA cum 0.025 1145.00 28.63

4 10-4.75 mm CA cum 0.015 1400.00 21.00

5 Sand cum 0.020 790.00 15.80

6 Plain glass 4 mm th sqm 1.20 467.00 560.40

93

in `.QuantityPerticulars Rate


7 Aluminium beading Rm 6.80 34.00 231.20


9 12 mm squre MS guard bars kg 10.10 41.55 419.66

10 Sundries ( brush/screws etc ) LS 5.00 45.00 225.00

Total `: 4277.48







B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Mason Cl I Day 0.10 291.67 29.17

2 Painter Cl II Day 0.15 274.67 41.20

3 Structural stee fabricator Day 0.50 289.67 144.83

4 Helper fabrication Day 0.50 274.67 137.33

5 Maistry Day 0.10 276.17 27.62


Total `: 407.51

Contd


Sl No Unit Amount

in `.Contd







ABSTRACT:




TOTAL `: 5516.10





5.34.2 Frame made of 18 gauge 60 x 85 mm CRCA steel sheet with hollow space on back side packed

with CM 1:4 proportion by volume and shutters made of 18 gauge 40 x 20 mm tubular sectoins

with 12 x 3 mm flats welded to shutter frames alround for fixing glass panes and 12 mm square

Description

Description

Rate

in `.

Quantity

94

in `.

in `.Quantity

Rate

Description

Quantity

Rate


guard bars welded to frame at 12 cm centre to centre.



Cement mortar 1:4 for packing in CRCA steel window frame : 0.02 cum



Cement for CM 1:3:6 CC and CM 1:4 including wastage : 17 kg



Sand for CC 1:3:6 and CM 1:4 including wastage : 0.04 cum

4 mm th plain glass : 1.2 sqm

Aluminium beading : 6.8 m

12 mm squre MS guard bars @ 12 cm C/C ( 9 x 1 x 1.1 x 1.025 ) : 10.1 kg



Welding transformer for welding guard bars : 2 hours


Maistry : 0.1 No.

Fabricator : 0.5 No

Helper fabrication : 0.5 No

Mason Cl I : 0.1 No




A. MATERIALS:

Sl No Unit Amount

in `.1 Steel window ( excluding glass & bars ) sqm 1.20 2812.00 3374.40

2 Cement kg 17.00 7.20 122.40

Contd


Sl No Unit Amount

in `.Contd

3 20-10 mm CA cum 0.025 1145.00 28.63

4 10-4.75 mm CA cum 0.015 1400.00 21.00

5 Sand cum 0.040 790.00 31.60

6 Plain glass 4 mm th sqm 1.20 467.00 560.40

7 Aluminium beading Rm 6.80 34.00 231.20


9 12 mm squre MS guard bars kg 10.10 41.55 419.66

10 Sundries ( brush/screws etc) LS 5.00 45.00 225.00

Total `: 5066.08







B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Rate

in `.

in `.Perticulars Quantity

in `.Rate

95

Rate

Quantity

QuantityDescription

Perticulars


Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Mason Cl I Day 0.10 291.67 29.17

2 Painter Cl II Day 0.15 274.67 41.20

3 Structural stee fabricator Day 0.50 289.67 144.83

4 Helper fabrication Day 0.50 274.67 137.33

5 Maistry Day 0.10 276.17 27.62


Total `: 407.51







ABSTRACT:




TOTAL `: 6430.87






ITEM: Providing and fixing acid resistant tiles of approved quality for battery room flooring / dadooing

set over a bed of 20 mm thick CM 1 : 3 proportion by volume including cost of all materials,

machinery, labour, cleaning surface, batching and mixing mortar, grouting joints with acid

resistant mortar mix, finishing, curing etc., complete with lead upto 50 m and all lifts.

DATA:Consider 10 sqm tiling / dadooing with acid resistant tiles.

For 1 cum mortar 1 : 3 Cement : 460 kg Sand : 0.96 cum

Quantity of mortar for 10 sqm ( 10 x 0.02 ) : 0.20 cum

Number of 15 x 15 cm tiles / sqm : 44.5 Nos

Quantity of acid resistant mortar mix / sqm : 0.6 kg


Acid resistant tiles ( 10 x 44.5 / 12 ) : 37 Dozens


Acid resistant mortar mix ( 10 x 0.60 x 1.01 ) : 6.10 kg

Sand ( 0.2 x 0.96 x 1.02 ) : 0.20 cum




Maistry : 1 No.

Tile layer : 1 No.

Heavy mazdoor:


in `.

96


For preparing and supplying mortar : 1 No.

For supplying tiles and assisting Tile layer : 1 No.

Light mazdoor:



A. MATERIALS:

Sl No Unit Amount

in `.1 Acid resistant tiles Doz 37.00 231.00 8547.00

2 Acid resistant mortar mix kg 6.10 61.00 372.10

3 Cement kg 93.00 7.20 669.60

4 Sand cum 0.20 790.00 158.00

Total `: 9746.70






B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Tile layer Day 1.00 276.17 276.17

2 Maistry Day 1.00 276.17 276.17



Total `: 1098.16







ABSTRACT:




TOTAL `: 12799.67






Perticulars

Rate

Quantity

Rate

in `.Quantity

97

RateDescription

in `.


in `.


ITEM: Providing and laying 40 mm thick granolithic flooring for pump floor in CC 1:1:2 proportion

by volume using 10 mm down approved clean, hard, graded aggregates including cost of all

materials, machinery, labour, formwork, cleaning surface, batching and mixing concrete, laying

concrete in alternate panels of specified size as directed, levelling, tamping, finishing, curing

etc., complete with lead upto 50 m and all lifts. ( Cement content : 520 kg / cum with use

of super plasticiser )

DATA:For 1 cum CC :- Coarse aggregates : 0.70 cum Fine aggregate : 0.35 cum

Cement content : 520 kg Super plasticizer : 1.50 ltr






Batching 10 mm below CA ( 0.096 cum ) : 4.00 min






Total : 6.00 min



Area of flooring for 6 cum concrete ( 6 / 0.04 ) : 150 sqm

Consider 150 sqm flooring for rate analysis.


Cement for mix with 1 % wastage ( 6 x 520 x 1.01 ) : 3151 kg

Cement for incidental works @ 10 kg / cum ( 6 x 10 ) : 60 kg

Coarse aggregate 10-4.75 mm size ( 6 x 0.70 x 1.02 ) : 4.30 cum

Fine aggregate ( 6 x 0.35 x 1.02 ) : 2.15 cum

Super plasticiser ( 6 x 1.5 x 1.02 ) : 9.2 ltrs






Assuming 2m x 2m panels for laying concrete requirement of shuttering will be 1 sqm / cum.

40 mm height wooden scantling or 40 x 40 mm angles may be used to support concrete.

Shuttering @ 1.00 sqm per cum of concrete ( 6 x 1 ) : 6 sqm



Maistry : 1 No.

Mason Cl I : 1 No.

Heavy mazdoor:


For batching 10-4.75 mm CA : 2 Nos.


For remixing & filling mortar pans : 1 No.


For laying and tamping concrete and assisting Mason : 2 No.

Light mazdoor:




Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 ) @ `: 220.67


98


A. MATERIALS:

Sl No Unit Amount



2 Coarse aggregate 10 mm below cum 4.30 1400.00 6020.00




6 Sundries LS 0.50 45.00 22.50

Total `: 33279.01







B. MACHINERY:

Sl No Unit Amount

in `.1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 42.00 336.00


2 5 hp pump ( ele ) Hour 0.50 3.00 1.50




Total `: 1250.50

Contd


Sl No Unit Amount

in `.Contd





C. LABOUR:

Sl No Unit Amount




4 Mason Class-I Day 1.00 291.67 291.67

5 Maistry Day 1.00 276.17 276.17

6 Heavy mazdoor



for laying and tamping Day 2.00 273.67 547.33

7 Light mazdoor



Total `: 6495.64





Quantity

in `.

Rate

99

Rate

RateDescription

Quantity

in `.QuantityDescription

Quantity

in `.Description

Rate

in `.Perticulars




ABSTRACT:




TOTAL `: 48823.94





Note : Additional rate for adding Ironite compound or floor hardener to cocrete.

For floors subjected to heavy loads ironite compound is added to concrete at 2 kg / sqm at the

time of mixing concrete to impart more hardness to finished floor.


A. MATERIALS:

Sl No Unit Amount

in `.1 Ironite compound kg 300.00 26.00 7800.00

0.00 0.00 0.00

Total `: 7800.00





B. MACHINERY:

Sl No Unit Amount

in `.1 No separate machinery required 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 No separate labour required 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00







ABSTRACT:




TOTAL `: 9048.00


100

Rate

Description

Rate

Description

in `.

Perticulars

Rate

in `.

Quantity

Quantity

in `.

Quantity






ITEM: Providing and fixing chain link fencing consisting of 3 m long 65 x 65 x 6 mm M.S angles

with top 50 cm bent at 30 degree to vertical fixed a t2.5 m intervals in C.C 1 : 3 : 6 proportion

by volume using 20 mm down approved clean, hard, graded aggregate for 70 cm depth, fixing

10 gauge 50 x 50 mm opening G.I chain link mesh upto 1.8 m height of poles using 8 gauge

stretcher wire at top and bottom and 30 x 30 x 5 mm M.S angles with bolts / nuts / washers

( 4 bolts for each pole ), fixing 3 rows of 12 x 12 gauge ( 4 barbs at 7.5 cm c/c ) G.I barbed

wire for top bent portion of poles, including cost of all materials, machinery, labour, excavation

of pit, batching, mixing, laying, tamping and curing of concrete, drilling holes in angles,cleaning

angles, applying 2 coats of synthetic enamel paint over a coat of zinc chromate red oxide

primer paint to angles etc., complete with lead upto 50 m and all lifts.

DATA:For 1 cum CC 1 : 3 : 6 :- Coarse aggregates : 0.90 cum Fine aggregate : 0.45 cum

Cement content : 225 kg


Consider manual mixing and laying of concrete.

Consider 100 m length of fencing for rate analysis.

Number of post for 100 m @ 2.5 m interval ( 100 / 2.5 ) : 40 Nos.

Quantity of excavation assuming 30 x 30 x 70 cm pits : 2.6 cum

Quantity of concrete for 40 posts : 2.6 cum


65 x 65 x 6 mm angle ( 40 x 3 x 1.025 x 5.8 ) : 714 kg

30 x 30 x 5 mm angle ( 40 x 1.8 x 1.025 x 2.2 ) : 164 kg

G.I chain link mesh ( 100 x 1.8 x 1.025 ) : 185 sqm

G.I stretcher wire ( 100 x 2 x 1.025 x 0.1) : 21 kg

G.I barbed wire ( 100 x 3 x 1.025 x 0.18 ) : 57 kg

M.S bolts / Nuts / Washers @ 0.5 kg / post : 20 kg

Synthetic enamel paint : 2 ltr

Zinc chromate red oxide paint : 1 ltr

Welding electrodes : 15 Nos


Cement for finishing top @ 0.25 kg / post : 10 kg





Deploy drilling machine for 8 hours for drilling holes for fixing bolts.

Deploy welding transformer for 4 hours for welding for bent portion of angles.


Maistry : 2 Nos.

Mason Cl II for fixing angles in concrete and finishing top surface. : 2 Nos.

Gas cutter for cutting angles : 0.5 No.

Welder for welding cut portion of angles : 0.5 No.

Marker / Erector for fixing angles / mesh / barbed wire etc : 3 Nos

Painter Cl II for painting primer and enamel paint for posts : 2 Nos

Heavy mazdoor:

for excavation of pits of size 30x30x70 cm 40 Nos : 2 Nos.

for mixing and laying concrete : 2 Nos.

for conveyance of materials and assisting erector for fixing mesh : 2 Nos.

for conveyance of materials and assisting erector for fixing barbed wire : 1 No.

Light mazdoor:


101



A. MATERIALS:

Sl No Unit Amount

in `.1 M.S angle 65 x 65 x 6 mm kg 714.00 41.55 29666.70

M.S angle 30 x 30 x 5 mm kg 164.00 41.55 6814.20

2 G.I chain link mesh 50x50 mm opening sqm 185.00 301.00 55685.00

3 G.I barbed wire kg 57.00 99.50 5671.50

4 G.I strecher wire kg 21.00 98.50 2068.50

5 Bolts / Nuts / Washers kg 20.00 96.00 1920.00

6 Welding electrode Nos 15.00 11.00 165.00

7 Cement kg 601.00 7.20 4327.20


Coarse aggregate 10-4.75 mm cum 0.85 1400.00 1190.00


10 Synthetic enamel paint ltr 2.00 259.00 518.00

11 Zinc chromate primer ltr 1.00 209.00 209.00

12 Sundries ( cutting/welding accessories) LS 5.00 45.00 225.00

Total `: 111182.85







B. MACHINERY:

Sl No Unit Amount

in `.1 Drilling machine Hour 8.00 20.00 160.00


2 Welding transformer Hour 4.00 13.00 52.00


Total `: 844.00





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Drilling machine Hour 8.00 111.00 888.00

2 Gas cutter / Fabricator / Erector Day 4.00 289.67 1158.66


4 Painter Class-II Day 2.00 274.67 549.33

5 Maistry Day 2.00 276.17 552.33

6 Heavy mazdoor

for excavating pits Day 2.00 273.67 547.33

for mixing / laying concrete Day 2.00 273.67 547.33

for fixing chain link mesh Day 2.00 273.67 547.33

for fixing barbed wire Day 1.00 273.67 273.67

7 Light mazdoor

for cleaning / curing Day 1.00 272.17 272.17

Total `: 5894.47



in `.

Quantity

in `.

Quantity

Perticulars Rate

Description

Description

Rate

Quantity

in `.

Rate

102






ABSTRACT:




TOTAL `: 137946.43


Total cost for 100.00 Rm `: 139325.89




ITEM: Providing and constructing protective railing consisting of in-situ railing posts of size 150 x

150 mm and 1000 mm height above kerb at 2 m centre to centre ( 1.20 m height including

300 mm high kerb upto top railing pipe ) in M-20 grade cement concrete using 20 mm down

approved clean, hard, graded aggregates, each post reinforced with 4 main bars of 8 mm

diameter embedded in kerb concrete for a depth of 400 mm and 7 stirrups of 6 mm diameter,

4 rows of 40 mm diameter GI pipes for railing including cost of all materials, machinery, labour,

cleaning, fabricating and placing reinforcement bars, formwork, batching, mixing, placing and

tamping concrete for posts, fixing railing pipes, applying two coats of synthetic enamel

paint over a coat of zinc chromate red oxide primer paint for pipes, finishing, curing etc.,

complete with lead upto 50 m and all lifts.

DATA:Consider 10 m length railing.

No. of RCC post @ 2 m interval : 6 Nos.

Quantity of concrete for 6 posts ( 0.15 x 0.15 x 1.00 x 6 ) : 0.135 cum

For 1 cum CC :- Coarse aggregates : 0.80 cum Blending ratio : 65 :35

Fine aggregate : 0.45 cum Cement content : 330 kg




Cement for incidental works @ 2 kg / post ( 6 x 2 ) : 12 kg

Coarse aggregate 20-10 mm size range ( 0.135 x 0.8 x 0.65 x 1.02 ) : 0.071 cum



8 mm dia main steel for posts ( 6 x 4 x 1.45 x 0.39 x 1.025 ) : 14.0 kg

6 mm dia stirrups for posts ( 6 x 8 x 0.6 x 0.22 x 1.025 ) : 10.8 kg

40 mm dia GI pipes B class 3 rows ( 4 x 10 ) : 40 Rm

Red oxide primer : 0.35 ltr






Shuttering at 0.70 sqm / railing post considered.

Shuttering @ 0.70 sqm per post ( 6.00 x 0.7 ) : 4.20 sqm

Cost of supports for shuttering considered @ 10 % of cost of shuttering.


Maistry : 0.5 No.


Bar bender : 0.5 No.

Painter Cl- II : 1.0 No.

103


Fitter shuttering : 0.5 No.

Heavy mazdoor : 1.0 No.



Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-9 ) @ `: 220.67


A. MATERIALS:

Sl No Unit Amount

in `.1 Cement kg 57.00 7.20 410.40

2 20-10 mm coarse aggregate cum 0.071 1145.00 81.30

3 10-4.75 mm coarse aggregate cum 0.038 1400.00 53.20


5 Reinforcement steel kg 24.80 40.55 1005.64

6 40 mm dia GI pipes B class Rm 40.00 293.00 11720.00


Supports for shuttering @ 10 % 92.68

8 Red oxide primer paint ltr 0.35 209.00 73.15

9 Synthetic enamel paint ltr 0.75 259.00 194.25

10 Sundries ( binding wire / brush etc ) LS 2.00 45.00 90.00

Total `: 14696.40


Contd


Sl No Unit Amount

in `.Contd






B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Mason Class I Day 1.00 291.67 291.67

2 Bar bender Day 0.50 291.67 145.83

3 Maistry Day 0.50 276.17 138.08


5 Painter Cl- II Day 1.00 274.67 274.67


7 Fitter shuttering Day 0.50 279.17 139.58

Total `: 1535.66



in `.

in `.

Quantity

Rate

104

Quantity

Perticulars Rate

Description

in `.

Rate

Quantity

in `.RatePerticulars

Description

Quantity






ABSTRACT:




TOTAL `: 19136.32






ITEM: Filling behind jack well and appurtenant structures using rubble and soil obtained from

excavation in layers including cost of all materials, machinery, labour, hand packing, watering

and compacting each layer as directed etc., complete with lead upto 50 m.

DATA:Consider 100 cum backfilling.





Deploy 5 hp pump for 4hours for supplying water.


Maistry : 1 No.

Heavy mazdoor:

For supplying stones / soil : 25 Nos.

For levelling and tamping : 10 Nos.

Light mazdoor:

For conveying soil : 25 Nos.


A. MATERIALS:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





B. MACHINERY:

Sl No Unit Amount

in `.1 5 hp pump ( diesel ) Hour 4.00 7.00 28.00


Total `: 348.00





in `.

Quantity

RatePerticulars

105

RateDescription

in `.

Quantity


C. LABOUR:

Sl No Unit Amount

in `.1 Maistry Day 1.00 276.17 276.17

2 Crew charges for Pump Hour 4.00 69.00 276.00



Total `: 16934.57







ABSTRACT:




TOTAL `: 23431.89






ITEM: Supplying and laying Pre-stressed concrete pipes ( safe for 18 kg / sqcm test pressure )

true to line and level with perfect linking at joint including cost of all materials,machinery,labour,

loading, unloading, rolling, lifting and lowering into trench, cleaning socket and spigot ends with

soap solution, applying soft soap to spigot and spigot with soap solution, applying soft soap to

socket and spigot ends, fixing rubber sealing ring into correct position, jointing pipes perfectly

by jacking or other approved method,arranging water for testing, giving necessary hydraulic test

at specified test pressure etc., complete with lead upto 1 km and all lifts.

5.40.1 800 mm dia Pre-stressed concrete pipes.

DATA:Consider use of 8 t capacity mobile crane for lifting and lowering of pipes into trench.

Daily progress of laying / jointing assumed : 10 pipes

Length of each pipe : 5 m

Average weight of each pipe : 2.1 t

Length of pipe line after jointing assuming 100mm lapping at joint : 49 m

Approximate weight of 10 pipes of 5 m each say : 21 t

Consider laying and jointing of 49 m pipe line for rate analysis.


Rubber sealing rings for 800 mm dia pipes ( 50 / 5 ) : 10 Nos.

Lump-sum provision considered for soap solution and soft soap for jointing.


Deploy 8 t mobile crane for 8 hours with fuel charges for 5 hours.


Maistry : 1 No.

Pipe fitter : 3 Nos.

Heavy mazdoor : 6 Nos.

4. Rehandling lead :

1 km rehandling lead including loading and unloading considered.

RateQuantityDescription

106

in `.



A. MATERIALS:

Sl No Unit Amount

in `.1 PSC pipe 800 mm dia(18 ksc Pressure) Rm 49.00 5445.00 266805.00

2 Rubber sealing ring for 800 mm pipes No 10.00 360.00 3600.00

3 Soap solution / soft soap LS 3.50 45.00 157.50

Total `: 270562.50





B. MACHINERY:

Sl No Unit Amount

in `.1 Mobile crane 8 t capacity Hour 8.00 412.00 3296.00


Total `: 6886.00

Contd


Sl No Unit Amount

in `.Contd





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for mobile crane Hour 8.00 144.00 1152.00

2 Maistry Day 1.00 276.17 276.17

3 Pipe fitter Day 3.00 284.17 852.50


Total `: 3922.65







ABSTRACT:




TOTAL `: 326845.46

Add for hydraulic testing of pipe line @ 8.00% `: 26147.64


TOTAL `: 356261.56

Add for 1 km rehandling lead charges for 21 t weight `: 5189.10

Total cost for 49.00 Rm `: 361450.66



in `.

in `.

Quantity

Quantity

Rate

Rate

Rate

in `.

107

Description

Rate

Perticulars

Description

in `.


Quantity







Length of pipe line after jointing assuming 100mm lapping at joint : 34.3 m

Approximate weight of 7 pipes of 5 m each say : 18.9 t

Consider laying and jointing of 34.3 m pipe line for rate analysis.





Deploy 8 t mobile crane for 8 hours with fuel charges for 5.5 hours.


Maistry : 1 No.






A. MATERIALS:

Sl No Unit Amount

in `.1 PSC pipe 1000 mm dia(18 ksc Pressure) Rm 34.30 7358.00 252379.40



Total `: 255709.40





B. MACHINERY:

Sl No Unit Amount



Total `: 7245.00





C. LABOUR:

Sl No Unit Amount


2 Maistry Day 1.00 276.17 276.17

3 Pipe fitter Day 3.00 284.17 852.50


Total `: 3922.65







108

Quantity

Rate

in `.

Perticulars

in `.

Rate

in `.

Quantity

Rate

Quantity

Description

Description


ABSTRACT:




TOTAL `: 310032.31



TOTAL `: 344135.86

Add for 1 km rehandling lead charges for 18.9 t weight `: 4670.19

Total cost for 34.30 Rm `: 348806.05

Rate per Rm `: 10169.27
















Maistry : 1 No.






A. MATERIALS:

Sl No Unit Amount

in `.1 1200 mm dia PSC pipe ( 18 kg/ sqcm ) Rm 24.50 8877.00 217486.50



Total `: 222031.50





B. MACHINERY:

Sl No Unit Amount



Total `: 7604.00



in `.

QuantityPerticulars

in `.

Rate

Rate

109





C. LABOUR:

Sl No Unit Amount


2 Maistry Day 1.00 276.17 276.17

3 Pipe fitter Day 3.00 284.17 852.50


Total `: 3922.65







ABSTRACT:




TOTAL `: 271382.38



TOTAL `: 301234.45


Total cost for 24.50 Rm `: 305311.60

Rate per Rm `: 12461.70


Note: 1. The rates shall be updated for any drfference in market rates of pipes based on the quotations

obtained from the nearest factory.

2. Lead charges shall be considered from the nearest factory and the weight of pipe per Rm for

working out lead charges shall be as per the ' Statement of quantity of materials for working

out lead charges '.

3. For pipes of any other size the rate per Rm may be increased /decreased proportionate to

increase / decrease in diameter of pipe.


ITEM: Supplying and laying ductile iron pipes ( safe for 18 kg / sqcm test pressure ) true to line

and level with perfect linking at joint including cost of all materials, machinery, labour, loading,

unloading, rolling, lifting and lowering into trench, cleaning socket and spigot ends with soap

solution, applying soft soap to spigot and spigot with soap solution, applying soft soap to

socket and spigot ends, fixing rubber sealing ring into correct position, jointing pipes perfectly

by jacking or other approved method,arranging water for testing, giving necessary hydraulic test

at specified test pressure etc., complete with lead upto 1 km and all lifts.

5.41.1 800 mm dia ductile iron pipes.




Weight of each pipe : 1.6 t




Rate

in `.

110




Ductile iron pipe 800 mm dia ( 12 x 6 ) : 72 m






Maistry : 1 No.






A. MATERIALS:

Sl No Unit Amount

in `.1 Ductile iron pipe 800 mm dia Rm 72.00 15553.00 1119816.00



Total `: 1124293.50





B. MACHINERY:

Sl No Unit Amount



Total `: 6886.00





C. LABOUR:

Sl No Unit Amount


2 Maistry Day 1.00 276.17 276.17

3 Pipe fitter Day 3.00 284.17 852.50


Total `: 3922.65







ABSTRACT:


Quantity

in `.

Description

111

Quantity

Rate

in `.Rate

in `.

Perticulars

Description

Quantity

Rate




TOTAL `: 1317173.42



TOTAL `: 1422547.30


Total cost for 70.80 Rm `: 1427291.62

Rate per Rm `: 20159.49


5.41.2 1000 mm dia Ductile iron pipes.













Deploy 8 t mobile crane for 8 hours with fuel charges for 5.5 hours.


Maistry : 1 No.






A. MATERIALS:

Sl No Unit Amount

in `.1 Ductile iron pipe 1000 mm dia Rm 48.00 22439.00 1077072.00

2 Rubber sealing ring for 1000 mm pipes Each 8.00 450.00 3600.00


Total `: 1077072.00





B. MACHINERY:

Sl No Unit Amount



Total `: 7245.00





Rate

in `.

Quantity

in `.

RateQuantity

112

Description

Perticulars


C. LABOUR:

Sl No Unit Amount


2 Maistry Day 1.00 276.17 276.17

3 Pipe fitter Day 3.00 284.17 852.50


Total `: 3922.65







ABSTRACT:




TOTAL `: 1262812.92



Total `: 1389094.22


Total cost for 47.20 Rm `: 1393591.44

Rate per Rm `: 29525.24


5.41.3 1200 mm dia Ductile iron pipes.















Maistry : 1 No.






A. MATERIALS:

Sl No Unit Amount

in `.1 Ductile iron pipe 1200 mm dia No 30.00 37050.00 1111500.00

2 Rubber sealing ring for 1200 mm pipes 5.00 540.00 2700.00


113

Perticulars

Rate

in `.Quantity

Quantity

Rate

Description

in `.


Total `: 1114312.50





B. MACHINERY:

Sl No Unit Amount



Total `: 7604.00


Contd


Sl No Unit Amount

in `.Contd




C. LABOUR:

Sl No Unit Amount


2 Maistry Day 1.00 276.17 276.17

3 Pipe fitter Day 3.00 284.17 852.50


Total `: 3922.65







ABSTRACT:




TOTAL `: 1306428.34



TOTAL `: 1450135.46


Total cost for 29.50 Rm `: 1453903.74

Rate per Rm `: 49284.87


Note: 1. The rates shall be updated for any drfference in market rates of pipes based on the quotations

obtained from the nearest factory.

2. Lead charges shall be considered from the nearest factory and the weight of pipe per Rm for

working out lead charges shall be as per the ' Statement of quantity of materials for working

out lead charges '.

3. For pipes of any other size the rate per Rm may be increased /decreased proportionate to

increase / decrease in diameter of pipe.

Rate

114

Quantity

Description

Description

in `.Rate

in `.

Description

Quantity

in `.Quantity Rate



ITEM: Cutting pre-stressed concrete / ductile iron pipe to required length using suitable cutting

tools wherever necessary and finishing the cut face neatly for perfect jointing including cost of

all materials, machinery, labour etc., complete.

Cutting 800 mm dia pipe.

DATA:Hire charges of Grinder are assumed for Cutter also including use rate of cutting blade.

Time required for cutting depends on the perimeter of pipe to be cut.

A cutting speed of 1.5 m to 1.8 m / hour assumed.

Perimeter of 800 mm dia pipe ( 3.14 x 0.8 ) : 2.51 m

Time required for cutting @ 1.65 m / hour ( 2.51 / 1.65 ) : 1.5 hour




Deploy Cutter for 1.5 hour.


Crew charges of Cutter includes helper.

RATE ANALYSIS UNIT : 1.00 No.

A. MATERIALS:

Sl No Unit Amount

in `.1 Use rate of cutting blade etc LS 0.50 45.00 22.50

0.00 0.00

Total `: 22.50





B. MACHINERY:

Sl No Unit Amount

in `.1 Cutting machine Hour 1.50 20.00 30.00


Total `: 84.00





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Cutter Hour 1.50 146.00 219.00


Total `: 285.00







ABSTRACT:

Perticulars

Quantity

Rate

115

Rate

Rate

in `.

Description

Quantity


in `.

in `.





TOTAL `: 508.14

Add for Ele sub-station / Demand charges @ 18.00% `: 91.47


Total cost for 1.00 Each `: 604.69



Note: For cutting other pipes rate per Each may be increased / decreased proportionate to increase /

decrease in diameter of pipe.

SECTION: GATE / HOIST & ALLIED WORKS. YEAR : 2016-17 ITEM No: WRD: 5.43

ITEM: Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of

electric resistance welded / submerged arc welded mild steel (Fe-410 grade) delivery pipes

of specified diameter and plate thickness with flanged ends wherever required and provided with

1 coat of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each

coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer

paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface

including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting,

conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at

fabrication site and after laying and jointing at specified test pressure etc., complete as per

specifications and approved drawings with lead upto 1 km and all lifts.

Diameter of delivery pipe : ……….mm Thickness of plate :………..mm.

DATA:Consider delivary pipe consisting of MS pipes fabricated using MS plates conforming to IS: 3478.

Consider use of 1500 mm width plates for fabrication of pipes.

Consider 1200 mm internal diameter and 6000 mm length pipe for rate analysis.

Consider 12 mm thick plates for fabrication of pipes.

As Butter-fly valve / Check valve are to be provided in delivery pipe portion 2 flanged ends are

assumed in 6 m length for fixing these valves.

Consider 100 mm width of flanges and 12 mm thick plates for flanges.

Consider hot dipped G.I bolts at 100 mm C / C for fixing valves.

Weight of 6.0 m length pipe ( 3.142 x 1.212 x 0.012 x 7.85 x 6.0 ) : 2.152 t

Add for Weight of flanges (3.142 x 1.424 x 0.012 x 0.1 x 2 x 7.85) : 0.084 t

: 2.236 t

Add for wastage @ 2.5 % : 0.056 t

Total 2.292 t

Number of bolts at 100 mm spacing ( 3.142 x 1.424 / 0.1 ) : 45 Nos


a. Structural steel :

Plates / flats with 2.5 % wastage : 2292 kg

b. Bolts / Nuts / Washers :

GI bolts / nuts / washers with 2.5 % wastage ( 45 x 0.25 x 1.025 ) say : 11.5 kg

c. Welding electrodes ( Ordinary / Low hydrogen ) :

For 1.5 m plate width and 6.0 m pipe length there will be 1 longitudinal weld of 6 m length and

5 curcumferencial welds ( 3 for pipe and 2 for flanges ).

Length of welding ( 6.0 + 3 x 3.142 x 1.2 + 2 x 3.142 x 1.224 ) : 25.00 m

GP / LH electrodes @ 12 Nos / m ( 25 x 12 ) : 300 Nos

Add for variations / wastage / misc welding @ 10 % ( 300 x 0.1 ) say : 30 Nos


for stitch weld GP electrodes @t 10 % of total (330 x 0.10 ) : 33 Nos

for run welding LH electrodes @ 90 % of total (330 x 0.90 ) : 297 Nos

2. Cutting :

Length of cutting plates for pipe ( 4 x 1.5 ) : 6.0 Rm

Length of cutting plates for flanges ( 2 x 2 x 3.142 x 1.424 ) : 17.9 Rm

116


Add for variations ( cutting more than 2 sides / odd shape etc ) at 10 % : 2.4 Rm

Total ( say ) : 26.0 Rm

For cutting structural steel sections to required sizes gas cutting is considered.





Acetelyne gas @ 0.6 cum / hour ( 10 + 2 ) x 0.60 : 7.2 cum

Oxygen gas @ 1.8 cum / hour ( 10 + 2 ) x 1.80 : 21.6 cum


Use of pug cutting machine with 50 min / hr working ( 2 x 60 / 50 ) : 2.5 hours

3. Bending plate:

Length of plates for bending for 1.5 m length pipe ( 3.142 x 1.2 ) : 3.77 m

For length of plates for bending 4 pipes of 1.5 m ( 3.77 x 4 ) : 15.10 m

Assuming 3 m bending /hour, time for bending 15.1 m ( 15.1 / 3 ) say : 4 hours

With 50 min / hr working use bending machine for ( 4 x 60 / 50 ) say : 5 hours

4. Welding :

Length of welding : 25.0 Rm


( 33 x 8 ) / ( 12 x 2 ) say : 11 hours


( 297 x 8 ) / ( 12 x 6 ) : 33 hours

Total : 44 hours



( 11 x 0.25 + 33 x 0.75 ) say : 28 hours

5. Surface cleaning :

Inner painting area for pipe ( 3.142 x 1.2 x 6.0 ) say : 23.0 sqm

Outer painting area for pipe ( 3.142 x 1.224 x 6.0 ) say : 23.0 sqm

Outer painting area for flanges ( 2 x 3.142 x 1.3 x 0.1 ) say : 1.0 sqm



before applying cement mortar lining.

Quantity of rust cleaner / inhibitor for 47 sqm @ 8 sqm / ltr : 6.0 ltr

6. Inner painting:

Inner painting 1 coat zinc rich epoxy primer and 3 coats coal-tar epoxy paint.

Area of inner lining ( 3.142 x 1.2 x 6.0 ) : 23.0 sqm

Quantity primer paint at 9 sqm / ltr / coat ( 23.0 / 9.0 ) : 2.5 ltrs

Quantity coal tar epoxy paint at 6 sqm / ltr / coat ( 23.0 x 3 / 6.0 ) : 11.50 ltrs

7. Outer painting:

Outer painting 1 coat zinc rich epoxy primer and 2 coats coal-tar epoxy paint.

Area of outer painting : 24.0 sqm


Quantity coal tar epoxy paint at 6 sqm / ltr / coat ( 24 x 2 / 6.0 ) : 8 ltrs


For drilling holes in flang plates for fixing bolts 8 hours use of drilling machine considered.

For grinding / finishing weld joints in plates and other locations 24 hours use of grinding

machine considered.

For handling of plates / 6 m pipe erection use of 8 t mobile crane for 8 hours considered.



Painter Cl-II


Drilling holes for bolt fixing 1 1 --- 2

Marker /

Erector /

Welder

Gas cutter /

Fabricator /

117


Fabricating and stitch welding 11 hours 2 2 --- 4


Erection of pipes 1 2 --- 4


Inner painting at 15 sqm / day ( 92 sqm ) --- --- --- 9

Outer painting at 15 sqm / day ( 72 sqm ) --- --- --- 7

Finishing / checking / cleaning 1 1 --- 1

Total : 8 8 6 38


considered for welder for stitch welding.













A. MATERIALS:

Sl No Unit Amount

in `.1 Structural steel plates kg 2292.00 42.05 96378.60

2 Hot dipped GI bolts / nuts / washers kg 11.50 127.00 1460.50

3 Oxygen gas cum 21.60 78.00 1684.80




7 Zinc rich epoxy primer ltr 5.20 594.00 3088.80

8 Coal tar epoxy paint ltr 19.50 208.00 4056.00




12 Wire brush Nos 2.00 54.00 108.00

13 Sundries ( gasket etc ) LS 30.00 45.00 1350.00

Total `: 119933.50





B. MACHINERY:

Sl No Unit Amount



2 Bending machine Hour 5.00 43.00 215.00




4 Mobile crane ( revolving ) 8 t Hour 8.00 412.00 3296.00



Quantity Rate

in `.

118

QuantityPerticulars

in `.

Rate

Description



6 Drilling machines Hour 8.00 20.00 160.00


7 Sundries LS 30.00 45.00 1350.00

Total `: 15956.00





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Mobile crane 8 t Hour 8.00 144.00 1152.00

2 Crew for Bending machine Hour 5.00 87.00 435.00



5 Foreman Day 8.00 311.67 2493.32


7 Gas cutter Day 2.00 289.67 579.33


9 Welder ( X - ray ) Day 1.00 318.63 318.63

10 Khalasi Day 4.00 276.17 1104.66

11 Painter Cl II Day 11.00 141.50 1556.50


13 Helper for cleaning Day 3.00 274.67 824.00


15 Electrician Day 1.00 276.17 276.17

Total `: 24259.20







ABSTRACT:




TOTAL `: 190148.43

Add for insurance charges @ 1.00% `: 1901.48

Add for zigs / supports etc @ 1.00% `: 1901.48

Add for hydraulic pressure anf radiographic testing @ 1.50% `: 2852.23



TOTAL `: 200606.59

Add for 2 rehandling leads for 1 km including loading and unloading :

Fabricated parts 2.236 tonnes @ `: 247.10 / tonne `: 1105.03


6.000 Rm



Conversion of Rate per tonne to Rate per Rm :

Diameter of pipe considered in data rate : 1200 mm

Thickness of plate considered in data rate for pipe : 12 mm

Length of pipe considered in data rate : 6.00 m

Weight of steel for 6 m long pipe considered in data rate : 2.236 tonnes

Rate per Rm of pipe = Rate per tonne x Quantity of steel / Length of pipe

RateDescription

119

in `.Quantity


= Rate per tonne x 2.236 / 6.00

= Rate per tonne x 0.373

As quantity of steel per Rm for pipes depends on diameter of pipe and thickness of plates used,

the quantity of steel for pipe of any diameter and plate thickness can be computed based on the

quantity steel as per data rate multiplied by the ratio of diameters and thickness of plates.

Any dia in mm xAny plate thickness in mm

Qty of steel for any dia & plate thickness = 0.373 x ---------------------------------------------------------------

Dia x plate thickness in mm as per data

Any dia in mm x any plate thickness in mm

= 0.373 x ---------------------------------------------------------------

Any dia in mm xAny plate thickness in mm

= 0.373 x ---------------------------------------------------------------

Note: Rate per Rm for specified diameter in mm and thickness of plate in mm

= Rate per tonne x diameter in mm x plate thickness in mm x 0.373 / 14400



electric resistance welded / submerged arc welded mild steel (Fe-410 grade) manifold pipe

system of specified diameter and plate thickness with flanged inlets / outlets at specified

locations for connecting pump delivary pipes and raising mains and provided with 1 coat of

40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat

coal tar epoxy paint for inner surface and exposed outer surface including cost of all materials,

machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering,

aligning, jointing, arranging water for testing, hydraulic testing at fabrication site and after laying

and jointing at specified test pressure etc., complete as per specifications and approved

drawings with lead upto 1 km and all lifts ( excluding cost of thrust block for anchoring /

encasing manifold pipe ).

Diameter of manifold pipe : ……….mm Thickness of plate :………..mm.

DATA:Consider manifold pipe consisting of pipes fabricated using MS plates conforming to IS: 3478.


Consider 2500 mm internal diameter and 30000 mm length pipe system for rate analysis.

Consider 1000 mm internal diameter and 1.50 m length inlet pipe with one end welded to

manifold pipe and other end flanged for connecting pump delivary pipe.

Consider 2000 mm internal diameter and 1.50 m length outlet pipe with one end welded to

manifold pipe and other end flanged for connecting raising main.

Ten inlet pipes are assumed for 30.0 m length of manifold pipe

Five outlet pipe are assumed for 10 inlet pipes.

One closed end of manifold system is provided with door / manhole for inspection.

Other closed end of manifold system is provided with flanged outlet for fixing scour valve.

Consider 12 mm thick plates for fabrication of manifold and inlet / outlet pipes.

Consider hot dipped GI bolts at 100 mm C / C for joining inlet / outlet pipes.

Consider 100 mm width of flanges for joining inlet / outlet pipes.

Weight of 30 m length pipe ( 3.142 x 2.512 x 0.012 x 7.85 x 30 ) : 22.305 t

Add Wt of end covers (0.7854 x 2.724 x 2.724 x 0.012 x 2 x 7.85) : 1.100 t

Add for stiffeners for end covers @ 50 % : 0.550 t

Add for 10 Nos 1 m inlet pipes (3.142x1.0x0.012x1x10x7.85 ) : 2.960 t

Add for Weight of flanges (3.142 x 1.124 x 0.012 x 0.1 x 10 x 7.85) : 0.333 t

Add for 4 Nos 1.5 m outlet pipes (3.142x 2.0x0.012x5x7.85x 1.5) : 3.550 t

Add for Weight of flanges (3.142 x 2.124 x 0.012 x 0.1 x 7.85 x 4) : 0.251 t

Add for outlet for fixing scour valve and manhole etc L.S 0.169 t

: 32.220 t

Less openings for inlets ( 0.7854 x 1 x 1 x 0.012 x 10 x 7.85 ) ( - ) : 0.740 t

Less openings for outlets ( 0.7854 x 2 x 2 x 0.012 x 4 x 7.85 ) ( - ) : 1.180 t

Less for cutting outlet pipes to curvature of manifold L.S ( - ) : 1.000 t

120

1200 x 12

14400


: 29.300 t


Total: 30.030 t

Number of G.I bolts for inlet pipes ( 3.142 x 1.124 x 10 / 0.1 ) : 350 Nos

Number of G.I bolts for outlet pipes ( 3.142 x 2.124 x 4 / 0.1 ) : 270 Nos

Number of G.I bolts for scour outlet / manhole etc L.S : 30 Nos




b. Bolts / Nuts / Washers :

G.I bolts / nuts / washers with 2.5 % wastage ( 650 x 0.25 x 1.025 ) say : 167 kg


Length of weld for manifold pipe ( 30.0 + 3.142 x 2.5 x 19 ) : 179.2 Rm

End cover welding inside / outside (1.7x2 + 2x3.142x2.5x2 ) : 34.8 Rm

Length of weld for inlet pipes (1 x 10 + 3.142 x 1 x 2 x 10) : 72.8 Rm

Length of weld for outlet pipes (1.5 x 4 + 3.142 x 2 x 2 x 4) : 56.3 Rm

Add for stiffeners / manhole / scour valve outlets etc L.S : 18.9 Rm

Total: 362.0 Rm

GP / LH electrodes @ 12 Nos / m 362 x 12 ) : 4344 Nos





2. Cutting :

Length of cutting plates for manifold pipe ( 20 x 1.5 ) : 30.0 Rm

Length of cutting plates for end covers ( 2 x 3.142 x 2.7 ) : 17.0 Rm

Length of cutting for joining inlet pipe ( 10 x 3.142 x 1.0 ) : 31.4 Rm

Length of cutting for joining outlet pipe ( 4 x 3.142 x 2.0 ) : 25.2 Rm

Length of cutting plates for inlet pipe ( 10 x 1.0 ) : 10.0 Rm

Length of cutting plates for flange ( 10 x 2 x 3.142 x 1.124 ) : 70.6 Rm

Length of cutting for manifold side to shape ( 10 x 3.142 x 1.0 ) : 31.4 Rm

Length of cutting plates for outlet pipe ( 4 x 1.5) : 6.0 Rm

Length of cutting plates for flange ( 4 x 2 x 3.142 x 2.124) : 53.4 Rm

Length of cutting for manifold side to shape ( 4 x 3.142 x 2.0 ) : 25.2 Rm

: 300.2 Rm

Add for variations ( cutting more than 2 sides / odd shape etc ) at 10 % say : 30.0 Rm

Total ( say ) : 330.0 Rm






Acetelyne gas @ 0.6 cum / hour ( 142 + 15 ) x 0.60 say : 94 cum

Oxygen gas @ 1.8 cum / hour ( 142 + 15 ) x 1.80 say : 282 cum


Use of pug cutting machine with 50 min / hr working ( 15 x 60 / 50 ) : 18 hours

3. Bending plate:

Length of plates for bending for manifold pipe ( 20 x 3.142 x 2.5 ) : 157.1 m

Length of plates for bending for inlet pipe ( 10 x 3.142 x 1.0 ) : 31.4 m

Length of plates for bending for outlet pipe ( 4 x 3.142 x 2.0 ) : 25.2 m

Total : 213.7 m

Assuming 3 m bending /hour, time for bending 213.7 m ( 213.7 / 3 ) say : 71.5 hours

With 50 min / hr working use bending machine for ( 71.5 x 60 / 50 ) say : 86 hours

4. Welding :

Length of welding : 362 Rm

121



( 478 x 8 ) / ( 15 x 2 ) say : 127 hours


( 4302 x 8 ) / ( 15 x 6 ) : 382 hours

Total : 509 hours



( 127 x 0.25 + 382 x 0.75 ) : 318 hours


Inner / outer painting area for manifold pipe ( 3.142 x 2.5 x 30 x 2 ) : 471.3 sqm

End covers inside area ( 0.7854 x 2.5 x 2.5 x 2 ) : 10.0 sqm

End covers outside area ( 0.7854 x 2.7 x 2.7 x 2 ) 11.5 sqm

Inner / outer painting area for inlet pipe ( 3.142 x 1.0 x 1.0 x 10 x 2 ) : 62.8 sqm

Inner / outer painting area for outlet pipe ( 3.142 x 2.0 x 1.5 x 4 x 2) : 75.4 sqm

Add for flanges / stiffeners etc L.S : 14.0 sqm

Total : 645.0 sqm

Less inlet openings ( 0.7854 x 1 x 1 x 10 x 2 ) ( - ) : 16.0 sqm

Less outlet openings ( 0.7854 x 2 x 2 x 4 x 2 ) ( - ) : 25.0 sqm

Total : 604.0 sqm




Quantity of rust cleaner / inhibitor for 604 sqm @ 8 sqm / ltr : 75 ltr

6. Inner painting:

Inner painting 1 coat zinc rich epoxy primer and 3 coats coal-tar epoxy paint.

Area of inside painting : 294.0 sqm



Area of outside painting : 310.0 sqm






machine considered.

For handling of plates / 5 Nos 6 m pipe erection use of 8 t mobile crane for 64 hours considered.



Painter Cl-II







Inner painting at 15 sqm / day ( 1176 sqm ) --- --- --- 86

outer painting at 15 sqm / day ( 930 sqm ) --- --- --- 68


Total : 57 67 69 372









Fabricator /

Gas cutter / Marker /

122

Erector /

Welder








A. MATERIALS:

Sl No Unit Amount


2 Hot dipped GI bolts / nuts / washers kg 167.00 127.00 21209.00

3 Oxygen gas cum 282.00 78.00 21996.00




7 Zinc rich epoxy primer ltr 67.00 594.00 39798.00

8 Coal tar epoxy paint ltr 250.00 208.00 52000.00




12 Wire brush Nos 6.00 54.00 324.00

13 Sundries ( gasket etc ) LS 100.00 45.00 4500.00

Total `: 1564687.75





B. MACHINERY:

Sl No Unit Amount













7 Sundries LS 50.00 45.00 2250.00

Total `: 128103.00





C. LABOUR:

Sl No Unit Amount





5 Foreman Day 57.00 311.67 17764.91

Quantity RatePerticulars

123

QuantityDescription

Rate

in `.Rate

in `.

in `.

QuantityDescription



7 Gas cutter Day 21.00 289.67 6082.97


Contd


Sl No Unit Amount

in `.Contd

9 Welder ( X - ray ) Day 5.00 318.63 1593.16

10 Khalasi Day 50.00 276.17 13808.25

11 Painter Cl II Day 140.00 141.50 19810.00




15 Electrician Day 5.00 276.17 1380.83

Total `: 198838.78







ABSTRACT:




TOTAL `: 2230133.31






Total `: 2352790.65

Add for 2 rehandling leads for 1 km including loading and unloading :

Fabricated parts 29.3 tonnes @ `: 247.10 / tonne `: 14480.06


30.000 Rm




Diameter of manifold pipe considered in data rate : 2500 mm


Length of manifold pipe considered in data rate : 30.00 m

Weight of steel for 30 m long manifold pipe considered in data rate : 29.300 tonnes

Rate per Rm of manifold pipe = Rate per tonne x Quantity of steel / Length of manifold pipe

= Rate per tonne x 29.300 / 30.00





any dia in mm x any plate thickness in mm




= 0.976 x ---------------------------------------------------------------


in `.

2500 x 12

Rate

124



= 0.976 x ---------------------------------------------------------------



SECTION: GATE / HOIST & ALLIED WORKS. YEAR : 2016-17 ITEM No: WRD: 5.45


electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main

pipe of specified diameter and plate thickness provided with flanges / outlets wherever required

for connecting to manifold system / for fixing valves and provided with 15 mm thick inner lining

of CM 1:1.5 proportion by volume and 25 mm thick outer lining of CM 1:3 proportion by volume

( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm

down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost

of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing,

curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic

testing at manufacturing site and after laying and jointing at specified test pressure etc.,

complete as per specifications and approved drawings with lead upto 1 km and all lifts.

Diameter of raising main pipe : ……….mm Thickness of plate :………..mm.

DATA:Consider raising main consisting of MS pipes fabricated using MS plates conforming to IS: 3478.


Consider 2000 mm internal diameter and 6000 mm length pipe for rate analysis.

Consider 12 mm thick plates for fabrication of pipes.

Consider hot dipped GI bolts at 100 mm C / C for joining raising main to manifold pipe.

Consider 100 mm width of flanges.

Wright of 6.0 m length pipe ( 3.142 x 2.012 x 0.012 x 7.85 x 6.0 ) : 3.573 t

Add for Weight of flanges wherever required L.S : 0.007 t

: 3.580 t


Total 3.670 t





In 6.0 m length pipe there will be 1 longitudinal weld of 6 m length and 4 circumferential welds.

Length of welding ( 6.0 + 4 x 3.142 x 2 ) : 31.13 m

GP / LH electrodes @ 12 Nos / m ( 31.13 x 12 ) : 374 Nos





2. Cutting :

Length of cutting plates for pipe ( 4 x 1.5 ) : 6.0 Rm

Length of cutting for flanges wherever required L.S : 1.0 Rm

Add for variations ( more than 2 sides/ odd shape/ flanges etc ) at 10 % : 0.7 Rm

Total : 7.7 Rm


Length of steel to be cut by using gas manually : 1.7 m


Time for gas cutting manually at ( av ) 2 m cutting / hour : 1 hour


Acetelyne gas @ 0.6 cum / hour ( 1 + 2 ) x 0.60 : 2 cum

Oxygen gas @ 1.8 cum / hour ( 1 + 2 ) x 1.80 : 6 cum

Use of gas cutting torch with 50 min / hr working ( 1 x 60 / 50 ) say : 1 hour

Use of pug cutting machine with 50 min / hr working ( 2 x 60 / 50 ) : 2.5 hours

3. Bending plate:

30000

125


Length of plates for bending for 1.5 m length pipes ( 3.142 x 2.0 ) : 6.28 m

Length of plate for bending 4 plates for 6 m pipe ( 6.28 x 4 ) : 25.12 m

Assuming 3 m bending /hour, time for bending 25.12 m ( 25.12 / 3 ) say : 8.5 hours

With 50 min / hr working use bending machine for ( 8.5 x 60 / 50 ) say : 10 hours

4. Welding :

Length of welding : 31.13 Rm


( 41 x 8 ) / ( 12 x 2 ) : 14 hours


( 371 x 8 ) / ( 12 x 6 ) : 42 hours

Total : 56 hours



( 14 x 0.25 + 42 x 0.75 ) : 35 hours





Inner surface of pipe ( 3.142 x 2.0 x 6.0 ) : 37.7 sqm

Outer surface of pipe ( 3.142 x 2.024 x 6.0 ) : 38.1 sqm

Quantity of rust cleaner / inhibitor for 75.8 sqm @ 8 sqm / ltr : 9.5 ltr

6. Inner lining in CM 1:1.5 proportion:

Inner lining consists of applying CM 1:1.5 proportion for 15 mm thickness by spinning the pipe

in spinning machine leaving 150 mm on either side to facilitate field welding to join 6 m length

pipes fabricated in the site fabrication yard. Unlined portion is finished later by masons.

Inner lining area in CM 1:1.5 ( 3.142 x 2 x 5.70 ) : 35.8 sqm

Portion of inner lining to be finished by mason ( 3.142 x 2 x 0.3 ) : 1.9 sqm

Quantity of CM for 15 mm thickness ( 35.8 + 1.9 ) x 0.015 : 0.57 cum

Consider 10 percent wastage of mortar during applying by spinning the pipe.

Quantity of cement at 790 kg / cum of mortar ( 0.57 x 1.1 x 790 ) : 495 kg

Quantity of sand at 0.74 cum / cum of mortar ( 0.57 x 1.1 x 0.74 ) : 0.46 cum

Use spinning machine for 8 hours with fuel / energy charges for 6 hours.

7. Outer lining ( guniting ) in CM 1:3 proportion:

Outer lining consists of applying CM 1:3 proportion for 25 mm thickness by guniting over

50 x 50 mm 13 gauge weld mesh leaving 150 mm on either side to facilitate field welding.

Unlined portion is finished later by masons.

Outer lining area in CM 1:3 ( 3.142 x 2.024 x 5.7 ) : 36.2 sqm

Portion of outer lining to be finished by mason (3.142 x 2.024 x 0.3) : 1.9 sqm

Quantity of CM for 25 mm thickness ( 38.1 x 0.025 ) : 0.95 cum

Consider 25 percent wastage in the form of rebound during guniting.

Quantity of cement at 510 kg / cum of mortar ( 0.95 x 1.25 x 510 ) : 606 kg

Quantity of sand at 1.0 cum / cum of mortar ( 0.95 x 1.25 x 1.0 ) : 1.19 cum

Aggregate consists of 80 percent natural sand and 20 percent 6 mm down crushed stone.

Quantity of natural sand ( 1.19 x 0.8 ) : 0.95 cum

Quantity of crushed aggregate ( 1.19 x 0.2 ) : 0.24 cum

Quantity of weld mesh 50 x 50 mm 13 gauge say : 40.00 sqm

For 25 mm thick guniting the rate of progress will be 4 to 5 sqm per hour.

For data rate analysis the rate of progress is considered at 4.5 sqm per hour.

Deploy Guniting equipment with accessories for 8 hours.

Deploy 8.5 cmm air compressor for 8 hours.

Deploy 5 hp pump for 0.5 hour for pumping water for mixing and curing.

Deploy 8000 ltr water tanker for 1 hour.




machine considered.

126


For handling of plates / 6 m pipe erection use of 8 t mobile crane for 8 hours considered.



Cutting sections 3.5 hours 1 1 1 2






Inner lining in CM 1:1.5 1 1 --- 2

Outer lining area in CM 1:3 1 1 --- 2


Total : 12 13 6 40



Deploy 3 Mason Cl-I and 6 heavy mazdoors for lining works

Deploy 8 Khalasis and 8 heavy mazdoors for assisting fabrication crew.












Cost of grout hose 25 m @ `: 201.00 / m `: 5025.00

Life of grout hose : 800 hours

Use rate of grout hose per hour ( cost / life ) `: 6.28

Cost of water hose 25 m @ `: 185.00 / m `: 4625.00

Life of water hose : 800 hours

Use rate of water hose per hour ( cost / life ) `: 5.78

Cost of guniting nozzle @ `: 396.00 / m `: 396.00

Life of guniting nozzle : 200 hours

Use rate of guniting nozzle per hour ( cost / life ) `: 1.98

Cost of spinning belt @ `: 12375.00 / Each `: 12375.00

Life of spinning belt : 400 hours

Use rate of spinning belt per hour ( cost / life ) `: 30.94


A. MATERIALS:

Sl No Unit Amount


2 Oxygen gas cum 6.00 78.00 468.00




6 Cement kg 1101.00 7.20 7927.20

7 Sand cum 1.41 790.00 1113.90

8 Coarse aggregate 6 mm down cum 0.24 1400.00 336.00

9 Weld mesh 50 x 50 mm 13 gauge sqm 40.00 232.00 9280.00

Contd

127

in `.

Gas cutter /

RateQuantity

Erector /

Fabricator /

Marker /

Welder

Perticulars



Sl No Unit Amount

in `.Contd




13 Use rate of grout hose Hour 8.00 6.28 50.25

14 Use rate of water hose Hour 8.00 5.78 46.25

15 Use rate of guniting nozzle Hour 8.00 1.98 15.84

16 Use rate of spinning belt Hour 8.00 30.94 247.50

17 Wire brush Nos 2.00 54.00 108.00

18 Sundries ( bolts / gasket etc ) LS 25.00 45.00 1125.00

Total `: 187570.19





B. MACHINERY:

Sl No Unit Amount







4 Spinning machine Hour 8.00 43.00 344.00


5 Guniting equipment Hour 8.00 93.00 744.00


6 Air compressor 8.5 cmm ( ele ) Hour 8.00 119.00 952.00


7 Pump 5 hp ( ele ) Hour 0.50 3.00 1.50










12 Sundries LS 25.00 45.00 1125.00

Total `: 24014.50





C. LABOUR:

Sl No Unit Amount



Contd

Quantity

128

Rate

in `.

RateQuantity

Rate

Description

Perticulars

Description

in `.

Quantity

in `.



Sl No Unit Amount

in `.Contd



5 Crew for Air compressor 8.5 cmm Hour 8.00 108.00 864.00

6 Crew for guniting equipment Hour 8.00 143.00 1144.00

7 Crew for Spinning machine Hour 8.00 87.00 696.00

8 Crew for pump Hour 0.50 52.00 26.00

Crew for water tanker Hour 1.00 108.00 108.00

9 Foreman Day 12.00 311.67 3739.98


11 Gas cutter Day 1.00 289.67 289.67


13 Welder ( X - ray ) Day 1.00 318.63 318.63

14 Mason Cl I Day 3.00 276.17 828.50

15 Khalasi Day 8.00 291.67 2333.32




19 Electrician Day 1.00 276.17 276.17

Total `: 36162.47







ABSTRACT:




TOTAL `: 293436.05






Total `: 309575.03

Fabricated parts 3.580 tonnes @ Rs: 247.10 / tonne `: 1769.24


6.000 Rm




Diameter of raising main pipe considered in data rate : 2000 mm


Length of raising main pipe considered in data rate : 6.00 m

Weight of steel for 6 m long raising main pipe considered in data rate : 3.580 tonnes

Rate per Rm of raising main pipe = Rate per tonne x Quantity of steel / Length of pipe

= Rate per tonne x 3.580 / 6.00





129

130

in `.RateDescription Quantity


any dia in mm x any plate thickness in mm




= 0.597 x ---------------------------------------------------------------


= 0.597 x ---------------------------------------------------------------




ITEM: Refilling pipe line trenches using soil obtained from excavation of trenches in layers of

150 mm thickness ( before compaction ) including cost of all materials, machinery, labour and

tamping each layer to specified degreeof compaction etc., complete with lead upto 50 m.

DATA:Consider 100 cum backfilling.







Maistry : 1 No.

Heavy mazdoor:

For supplying soil : 20 Nos.

For levelling and tamping : 5 Nos.

Light mazdoor:

For conveying soil : 20 Nos.


A. MATERIALS:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





131

in `.Quantity

Rate

in `.

Rate

QuantityDescription

Perticulars

2000 x 12

24000


C. LABOUR:

Sl No Unit Amount

in `.1 Maistry Day 1.00 276.17 276.17



Total `: 12561.09







ABSTRACT:




TOTAL `: 17083.08






ITEM: Removing top soil for an average depth of 15 cm from formation area of service road and

removing grass, vegitation, jali-flora and other shrubs, bush / tree stumps by excavating pits,

cutting trees upto 30 cm girth etc.,including burning or disposal of waste materials and stacking

useful woodas directed etc., complete with lead for disposal / stacking upto 50 m and all lifts.

DATA:Consider cleaning and removing 15 cm thick top soil for 1000 sqm area.

Quantity of top soil for 15 cm thickness ( 1000 x 0.15 ) : 150 cum


No materials required for the work.


No machinery proposed for the work.


Maistry : 1 No.

Heavy mazdoor

for stripping at 5 cum / day for 150 cum : 30 Nos

for removing jauliflora bushes ( LS ) : 3 Nos

for removing stumps ( LS ) : 6 Mos

Light mazdoor

for disposal of stripped soil at 5 cum / day : 30 Mos

for disposal of cut bushes and stumps etc : 9 Nos


A. MATERIALS:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





132

Rate

Quantity Rate

Perticulars

Description

in `. Quantity

in `.


B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Maistry Day 1.00 276.17 276.17



Total `: 21563.54







ABSTRACT:




TOTAL `: 29326.41





Note: For removing trees of girth more than 30 cm the rates provided under section ' Preliminary and

Maintenance works ' may be adopted.


ITEM: Providing and laying 250 mm thick sand blanket below embankment including cost of all

materials, machinery, labour, spreading sand to specified thickness etc., complete with lead

upto 50 m and all lifts.

DATA:Consider 100 sqm sand blanket laying for rate analysis.


Sand ( unscreened ) ( 100 x 0.25 x 1.02 ) 25.50 cum



3. Requirement of work-force :

1 heavy mazdoor & 1 light mazdoor @ 10 cum / day for spreading collected sand.

Heavy mazdoor 2.5 Nos.

Light mazdoor 2.5 Nos.

Description

in `.

133


Quantity Rate

in `.

Rate



A. MATERIALS:

Sl No Unit Amount

in `.1 Sand ( unscreened ) cum 25.50 665.00 16957.5

0.00 0.00 0.00

Total `: 16957.50




Add Royalty charges on Sand @ ( Included in material rate ) `: 0.00


B. MACHINERY:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Heavy mazdoor Day 2.50 273.67 684.16


Total `: 1364.58







ABSTRACT:




TOTAL `: 21526.52






ITEM: Formation of road embankment using surplus soil / murum from earth work excavation

for pipe line trench in layers of 25 cm thickness ( before compaction ) including cost of all

materials, machinery, labour, excavation of side gutters, spreading soil in layer of specified

thickness, sorting out vegitation / roots, breaking clods, sectioning top surface to specified

camber and sides to required slope, watering and compaction by power roller to achieve

specified density control etc., complete with lead upto 50 m and all lifts.

DATA: Qty of soil collected in road formation area considered for rate analysis : 500 cum

Equivalent borrow area qty assuming 20 % bulkage ( 500 / 1.2 ) : 417 cum

in `.Description

Rate

Quantity Rate

in `.Perticulars

Quantity

in `.

RateQuantity

Description

134


For 95 % density control of road embankment a shrinkage factor of 5 % is assumed for

equivalent borrow area soil.

Qty of embankment assuming 5% shrinkage ( 417 x 0.95 ) say : 400 cum

Qty of soil for computing royalty ( 400 x 1.6 ) : 640 tonnes

1. Spreading soil in 250 mm layer :

Quantity of loose soil to be spread : 500 cum

Output of dozer cum shovel for levelling per hour : 250 cum

Time required for levelling 500 cum say : 2.00 hours

2. Watering :

Generally the soil from excavation will be in moist condition. In the beginning of the season no

watering may be necessary and in summer months about 8 to 10 percent watering may be

needed to maintain the soil moisture within OMC plus or minus 3 percent limit. Assuming

seasonal average of 5 to 6 percent watering by weight, daily requirement of water for 400 cum

of embankment will be about 4 tanker loads of 8000 ltrs each.

Deploy 8000 ltr capacity water tanker for 5 hours daily for watering before rolling.

Deploy 5 hp pump for 2.5 hours.

3. Compaction :

Soil collected for embankment layer gets compacted to some extent during levelling.

Generally 12 to 16 passes of road roller is adequate for achieving specified density control.

Effective length of roller drum : 1.50 m

Speed of roller per hour : 4.0 km

Thickness of layer : 0.25 m

Number of roller passes to achieve specified density control : 14 Nos

Output of roller / hr with 50 min / hr working and 75 % effenciancy

( 1.5 x 4000 x 0.25 x 0.75 / 14 ) x 50 / 60 say : 70 cum

Time for rolling 500 cum soil in embankment layer say : 8 hours

4. Gutter excavation /Sorting out / sectioning / labour for testing etc :

Assume 4 heavy and 4 light mazdoors.


A. MATERIALS:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00




Add Royalty charges on 600 t soil @ Rs: 20.00 / tonne `: 12000.00


B. MACHINERY:

Sl No Unit Amount

in `.1 Angle dozer 90 hp Hour 2.00 1276.00 2552.00




3 Pump 5 hp ( diesel ) Hour 2.50 7.00 17.50


4 Road roller Hour 8.00 252.00 2016.00


5 Sundries LS 2.00 45.00 90.00

Total `: 14882.50

Contd


Sl No Unit Amount

135

Description

in `.

in `.RateQuantity




in `.Contd





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Dozer Hour 2.00 146.00 292.00



4 Crew for Roller Hour 8.00 138.00 1104.00

5 Maistry Day 1.00 276.17 276.17



Total `: 4567.99







ABSTRACT:




TOTAL `: 34864.61






ITEM: Constructing embankment for road formation and at other locations wherever specifird using

murum from approved borrow area in layers of 25 cm thickness ( before compaction )

including cost of all materials, machinery, labour, excavation of side gutters, collection of

murum, spreading in layer of specified thickness, sorting out, breaking clods, sectioning top

surface to specified camber and sides to required slope,watering and compaction by power

roller to achieve specified density control etc., complete with lead upto 1 km and all lifts.




Lead for conveyance of murrum : Upto 1 km





1. Quantity of embankment :

In-situ qty per bucket for 15 % bulkage of murrum ( 0.58 / 1.15 ) : 0.50 cum

In-situ quantity per load for 20 % bulkage of murrum ( 5.0 / 1.2 ) say : 4.00 cum


Cycle time for loading 8 buckets ( 8 x 30 / 60 ) say : 4.00 min


RateDescription

136

in `.

in `.Quantity


Ideal cycle time of shovel for digging & loading : 4.00 min





Total : 11.90 min

No.of tippers to match corrected cycle time of shovel (11.90 / 4.00) : 3 Nos



The in-situ dry density of soil in borrow area will be generally less than dry density of compacted

embankment. Therefore, the rolled embankment quantity will be slightly less than the borrow

area in-situ quantity. The extent of shrinkage in quantity depends on the degree of compaction.

For 95 % density control of embankment a shrinkage factor of 5 % may be assumed.

Quantity of embankment considering 5 % shrinkage ( 403 x 0.95 ) say : 385 cum

Qty of soil for computing royalty charges @ 1.6 t / cum ( 385x1.6 ) : 616 tonnes

2. Stripping of borrow area :

Generally borrow area is stripped once in a week for 6 days requirement of soil.

Area to be stripped assuming 2.0 m depth of cut ( 403 x 6 / 2.0 ) : 1209 sqm

Depth of stripping : 0.20 m

Quantity of stripping with 5 % extra area ( 1209 x 1.05 x 0.20 ) : 254 cum

Output of dozer per hr with 50 min / hr working for stripping : 70 cum

Time required for stripping 254 cum : 3.60 hours

Consider 4.5 hours including time for levelling stripped siol / dozer shifting time.

Requirement of dozer for one day work 403 cum say : 0.75 hours

3. Collection of soil for embankment :

Deploy one 0.50 cum capacity shovel for 8 hours for digging and loading murruml.

Deploy 3 tippers of 5.00 cum capacity for 8 hours to convey soil to embankment area.

4. Spreading soil in 250 to 300 mm layer :

Quantity of loose murrum to be spread ( 403 x 1.20 ) : 484 cum

Output of dozer for levelling per hour : 250 cum

Time required for levelling 484 cum say : 2.00 hours

5. Watering :

Generally murrum in the borrow area will be in moist condition. In the beginning of the season

no watering be may necessary and in summer months about 8 to 10 percent watering may be

needed to maintain the soil moisture within OMC plus or minus 3 percent limit. Assuming

seasonal average of 4 to 5 percent watering by weight, daily requirement of water for 385 cum

of embankment will be about 4 tanker loads of 8000 ltrs each.

Deploy 8000 ltr capacity water tanker for 4 hours daily for watering before rolling.

Deploy 5 hp pump for 2 hours.

6. Compaction :

Soil collected for embankment layer gets compacted to some extent during levelling.

Generally 12 to 16 passes of vibratory pad foot roller is adequate for achieving specified density

control of 95 percent.






( 1.5 x 4000 x 0.25 x 0.75 / 14 ) x 50 / 60 say : 70 cum

Time for rolling 484 cum loose soil in embankment layer say : 7 hours

7. Sorting out / sectioning / labour for testing etc :

Assume 4 heavy and 4 light mazdoors.


137


A. MATERIALS:

Sl No Unit Amount

in `.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00




Add Royalty charges on 577.5 t soil @ Rs: 20.00 / tonne `: 11550.00


B. MACHINERY:

Sl No Unit Amount

in `.1 Angle dozer 90 hp Hour 2.75 1276.00 3509.00




3 Tippers 5.00 cum capacity 3 Nos. Hour 24.00 309.00 7416.00


4 Pump 5 hp ( diesel ) Hour 2.00 7.00 14.00




6 Road roller 8 tonne Hour 7.00 252.00 1764.00


7 Sundries LS 2.00 45.00 90.00

Total `: 39559.50





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Dozer Hour 2.75 146.00 401.50





6 Crew for Roller Hour 7.00 138.00 966.00

7 Maistry Day 2.00 276.17 552.33



Total `: 8433.15







ABSTRACT:




TOTAL `: 66874.60

Rate

in `.

138

Quantity

Description Rate


Description

in `.

Rate

in `.

Quantity







ITEM: Providing, laying, spreading in uniformly hard crushed stone aggregate of specified size and

gradation from approved sourse to specified width and thickness over rolled water bound

macadam service road surface to proper grade and camber, hand packing, spreading and

brooming binding material ( murrum ) from approved source to fill up the interstices of coarse

aggregate, providing 250 mm wide murrum shoulder layers on either side to retain the spread

aggregate in position, watering and compacting using power roller to achieve the specified

density control including cost of all materials, machinery, labour etc., complete with lead

upto 50 m and all lifts.

5.51.1 Conforming to Grade II size as per ' MORTH ' specifications 7.5 m width 7.5 cm thick

DATA:Consider 7.50 m width of service road to pump house.

Consider 0.25 m width of murrum shoulders on either side.

Consider 7.5 cm thick finished layer of Grade II aggregate

Consider 20 percent shrinkage on rolling and 2 percent wastage in handling.

Consider 100 m stretch of road for rate analysis.

Quantity of Grade II aggregate ( 7.5 x 100 x 0.075 ) say : 56.25 cum

Quantity of murrum shoulders ( 2 x 0.25x 100 x 0.075 ) say : 4.00 cum


Quantity of Grade II coarse aggregate ( 56.25 x 1.22 ) : 68.60 cum

Quantity of murrum for binding material at 20 percent ( 66.6 x 0.20 : 13.50 cum

Quantity of murrum for shoulders (2 x0.25 x100 x0.075 x1.22) say : 4.50 cum







( 1.5 x 4000 x 0.075 x 0.75 / 7 ) x 50 / 60 say : 25 cum

Time for rolling 74 cum loose aggregate and murrun layers say : 3 hours

Deploy 8000 ltr water tanker for 1 hour for watering

Deploy 5 hp diesel pump for filling tanker


For conveying & laying Grade II CA ( 1 heavy & 1 light 5 cum / day ).


Light mazdoor : 9 Nos.

For conveying & splashing binder ( 1 heavy & 1 light 5 cum / day ).



For spreading collected murrum for shoulfers ( 1 heavy mazdoor 5 cum / fay


Sectioning CA and murrum and brooming

Heavy mazdoor : 2 Mos


For cleaning roller drum during rolling & miscellaneous works

Light mazdoor : 1 No.

Maistry : 1 No.

4. Unit rate of Grade II aggregate:

80 to 40 mm 20 % @ `: 620.00 / cum `: 124.00

40 to 20 mm 20 % @ `: 885.00 / cum `: 177.00

139


20 to 10 mm 20 % @ `: 1145.00 / cum `: 229.00

10 to 4.745 mm 20 % @ `: 1400.00 / cum `: 280.00

Screening ( dust ) 20 % @ `: 700.00 / cum `: 140.00

Rate for Grade II CA per cum `: 950.00


A. MATERIALS:

Sl No Unit Amount

in `.1 Grade II CA as per MoRTH grading cum 66.60 950.00 63270.00

2 Murrum for shoulders & binding cum 18.00 155.00 2790.00

3 Sundries LS 2.00 45.00 90.00

Total `: 66150.00




Add royalty charges on murrum @ ( Included in material rate) `: 0.00

Add royalty charges on CA @ ( Included in material rate) `: 0.00


B. MACHINERY:

Sl No Unit Amount

in `.1 Pump 5 hp ( diesel ) Hour 0.50 7.00 3.50






Total `: 3560.50





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Road roller Hour 3.00 138.00 414.00


3 Crew for 5 hp pump Hour 0.50 69.00 34.50

4 Maistry Day 1.00 276.17 276.17



Total `: 8738.78







ABSTRACT:




92642.37



140

Perticulars

Description Rate

Rate

Rate

Quantity

in `.

TOTAL `:

in `. Quantity


in `.




Note: Cost of providing murrum shoulder for about 25 cm width is covered in rate analysis for providing

Grade II metalling. Measurements shall be only for quantity of metalling.

5.51.2 Conforming to Grade III size as per ' MORTH ' specifications 7.0 m width 7.5 cm thick

DATA:Consider 7.50 m width of service road to pump house.

Consider 0.25 m width of murrum shoulders on either side.

Consider 7.5 cm thick finished layer of Grade III aggregate

Consider 20 percent shrinkage on rolling and 2 percent wastage in handling.

Consider 100 m stretch of road for rate analysis.

Quantity of Grade III aggregate ( 7.0 x 100 x 0.075 ) say : 52.25 cum

Quantity of murrum shoulders ( 2 x 0.25x 100 x 0.075 ) say : 4.00 cum


Quantity of Grade II coarse aggregate ( 52.25 x 1.22 ) : 63.75 cum

Quantity of murrum for binding material at 20 percent ( 63.75 x 0.20 : 12.75 cum

Quantity of murrum for shoulders (2 x0.25 x100 x0.075 x1.22) say : 4.50 cum







( 1.5 x 4000 x 0.075 x 0.75 / 7 ) x 50 / 60 say : 25 cum

Time for rolling 74 cum loose aggregate and murrun layers say : 3 hours

Deploy 8000 ltr water tanker for 1 hour for watering

Deploy 5 hp diesel pump for filling tanker


For conveying & laying Grade II CA ( 1 heavy & 1 light 5 cum / day ).



For conveying & splashing binder ( 1 heavy & 1 light 5 cum / day ).



For spreading collected murrum for shoulders ( 1 heavy mazdoor 5 cum / fay


Sectioning CA and murrum and brooming

Heavy mazdoor : 2 Mos


For cleaning roller drum during rolling & miscellaneous works

Light mazdoor : 1 No.

Maistry : 1 No.

Unit rate of Grade III aggregate:

40 to 20 mm 40 % @ `: 885.00 / cum `: 354.00

20 to 10 mm 20 % @ `: 1145.00 / cum `: 229.00

10 to 4.745 mm 20 % @ `: 1400.00 / cum `: 280.00

Screening ( dust ) 20 % @ `: 700 / cum `: 140.00

Rate for Grade III CA per cum `: 1003.00


A. MATERIALS:

Sl No Unit Amount

in `.1 Grade III CA as per MoRTH grading cum 63.75 1003.00 63941.25

2 Murrum for shoulders & binding cum 17.25 155.00 2673.75

3 Sundries LS 2.00 45.00 90.00

Total `: 66705.00

141


in `.





Add royalty charges on murrum @ ( Included in material rate) `: 0.00

Add royalty charges on CA @ ( Included in material rate) `: 0.00


B. MACHINERY:

Sl No Unit Amount

in `.1 Pump 5 hp ( diesel ) Hour 0.50 7.00 3.50






Total `: 3560.50





C. LABOUR:

Sl No Unit Amount

in `.1 Crew for Road roller Hour 3.00 138.00 414.00


3 Crew for 5 hp pump Hour 0.50 69.00 34.50

4 Maistry Day 1.00 276.17 276.17



Total `: 8738.78







ABSTRACT:




TOTAL `: 93286.17





Note: Cost of providing murrum shoulder for about 25 cm width is covered in rate analysis for providing

Grade II metalling. Measurements shall be only for quantity of metalling.


ITEM: Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per

sqm using rubble stones and stone chips fromapproved source including cost of all materials,

labour, hand packing, finishing etc., complete with lead upto 50 m and all lifts.

142

Description


Quantity

in `.

Rate

in `.


DATA:Consider 100 sqm dry rubble stone pitching for rate analysis.

Wastage of materials : stones & chips : 2 %


Uncoursed rubble stones ( 100 x 0.3 x 0.9 x 1.02 ) : 27.50 cum

Pin headers @ 2 per sqm ( 100 x 2 ) : 200 Nos

Stone chips @ 15 % ( 100 x 0.3 x 0.15 x 1.02 ) : 4.59 cum




Maistry : 1 No.

Mason Cl II for laying pitching @ 50 sqm / day : 2 Nos

Heavy mazdoor for assisting mason : 5 Nos.

Light mazdoor for conveying stone chips : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `.1 Uncoursed rubble stones at quarry cum 27.50 420.00 11550.00

2 Pin header ( Through stone ) 300 mm Nos 200.00 19.00 3800.00

3 Stone chips at quarry cum 4.59 520.00 2386.80

Total Rs: 17736.80

Add for small Tools and Plants @ 1% Rs: 177.37

Add for Contractor's Profit @ 10% Rs: 1773.68

Add for Contractor's Overheads @ 5% Rs: 886.84

Add Royalty charges on stones @ ( Included in material rate ) Rs: 0.00

Total cost of Materials : Rs: 20574.69

B. MACHINERY:

Sl No Unit Amount

in `.1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `.1 Maistry Day 1.00 276.17 276.17

2 Mason Class II Day 2.00 279.17 558.33



Total `: 2474.99

Contd


Sl No Unit Amount

in `.Contd







143

in `.

Description

Quantity Rate

Rate

in `.

Description

in `.RateQuantity

Quantity

RatePerticulars

in `.

Description

Quantity


ABSTRACT:




TOTAL `: 23940.67






ITEM: Design, manufacture, supply, erection, trail running, performance testing and connissioning of

vertical turbine pump of approved make conforming to IS: 1710 having specified pump

output under specified operating head coupled to HT motor of adequate HP rating operating

at 6.6 KV with flexible coupling, self water lubricated thrust bearings, discharge Tee with

flanged end for connecting delivary pipe with all other standard accessories and safety devices

etc., complete as per pecifications, terms and conditions of contract.

DATA:Lump sum rate proposed for supply of Vertical turbine pump wiith all accessories.

a. V T pump with more than 1000 hp upto 1500 hp motor Rate per hp `: 11250.00

Add for erection, connections and commissioning at 12.0 % `: 1350.00

Rate per Set `: 12600.00

Rate approved per Set `: 12600.00

b. V T pump with more than 1500 hp upto 2000 hp motor Rate per hp `: 11930.00




c. V T pump with more than 2000 hp upto 2500 hp motor Rate per hp `: 12600.00

Add for erection, connections and commissioning at 11 % `: 1386.00



d. V T pump with more than 2500 hp upto 3000 hp motor Rate per hp `: 13280.00




e. V T pump with more than 3000 hp upto 3500 hp motor Rate per hp `: 13950.00


Rate per hp `: 15345.00

Rate approved per hp `: 15350.00

Note: 1. The lead charges including loading and un-loading for pump and motor shall be on wright

basis. The lead charges provided in the SR for transportion of steel may be made

applicable for pump and motor.

2. Kirloskarwadi ( near Meeraj ) for pump and Hosur ( near Bangalore ) for motor may be

considered as source of supply for working out lead charges.


ITEM: Design, fabrication, supply, assembling, testing and commissioning of HT pump panel board

made of sheet metal duly painted with recess for cable entries at the bottom suitable for 6.6 KV

equipped with vacum circuit breaker of suitable capacity for 1 number incoming 1600A and

144


2 numbers 630A out going of suitable capacity with aluminium bus bars of 1600Amp metering

panel, protection relays and all other accessories complete with wiring as per specifications

and approved drawings .

DATA:Pump panel board consists of some fittings common to all pumps and additional fittings for

individual pump coupled to common fittings. Therefore lump-sum rates are proposed separately

for common fittings and fittings for additional pumps

Panel board with fittings common to all pumps Rate per Set `: 1350000.00


Rate per Set `: 1485000.00

Additional VCB including sheet metal enclosure, extension bus bars, metering

and relays complete for each additional pump mounted on common panel board.

Rate per Set / pump `: 477000.00


Rate per Set / pump `: 524700.00

Note: Rate for complete set of pump panel board

= Rate for common VCB and fittings + ( Rate for additional VCB per pump x

Number of additional pumps )


ITEM: Design, fabrication, supply, assembling, testing and commissioning of Remote control panel

made of sheet metal in desk type configuration duly painted with recess for cable entries at the

bottom equipped with operating consoles, indicators, annumeration windows, hooters and all

other accessories assembled and ready to receive control wires and other connections etc.,

complete as per specifications and approved drawings.

DATA:Lump sum rate proposed for supply of Remote operation control panel wiith all accessories.

Remote operation control panel with accessories Rate per Pump `: 40500.00


Rate per Pump `: 44550.00

Rate approved per Pump `: 44550.00

Note: Rate per complete set of Remote control panel =

Rate for Remote control panel for each pump x Number of pumps


ITEM: Supply, installation and commissioning of High tension Power factor capacitor bank

of specified KVAr rating operating at 6.6 KV with all accessories etc., complete as per

specifications, terms and conditions of contract.

DATA:Lump sum rate proposed for supply of Power factor capicitor bank wiith all accessories.

Power factor capicitor bank 6.6 KV per 50 KVAr rating `: 36000.00


Rate per 50 KVAr `: 39600.00

Rate approved per 50 KVAr `: 39600.00

Note: Rate for PF capacitor bank set / pump =

Specified KVAr rating x Rate per 50 KVAr / 50


ITEM: Supply, installation and commissioning of Load Break Switch with HRO fuses, CBCT and

ELR in sheet metal enclosure with operating console complete for use along with Power factor

Capacitor Bank as per specifications, terms and conditions of contract.

145


DATA:Lump sum rate proposed for supply of Load Breaker switch wiith all accessories.

Load Breaker switch with accessories `: 340880.00





ITEM: Supply and installation of Auxiliary DC supply system of approved make with battery charger

cum DCDB with batteries for 110 A hour complete with all accessories.

DATA:Lump sum rate proposed for supply of Auxiliary DC supply system wiith all accessories.

Auxiliary DC supply system with batteries Rate per Set `: 616500.00





ITEM: Supplying and installing Temperature scanner suitable for operating at 110 V DC or 230 V AC

mounted in a duly painted sheet metal enclosure provided wrth NO / NC relays for transmitting

signal to VCBS for tripping with audiable alarm for both windings and bearing RTDs with all

other accessories for satifactory functioning of the system etc., complete.

DATA:Lump sum rate proposed for supply of temperature scanner with all accessories.

Temperature scanner housed rn sheet metal enclosure Rate per Set `: 69750.00





ITEM: Supplying, installing and commissioning electrode actuated water level transmitter of

approved make with all accessoreis to protect against dry running of pump.

DATA:Lump sum rate proposed for supply of unit with all accessories.

Electrode actuated water level transmitter Rate per Set `: 141750.00

Add for erection, jointing and commissioning at 10 % `: 14180.00




ITEM: Supplying, installing and commissioning electro-magnetic type flow meter of approved

make with all accessoreis including display panel in the pump house.


electro-magnetic type flow meter with accessories Rate per Set `: 1080000.00


Rate per Set `: 1188000.00



ITEM: Supply and installation of floor mounting type LTAC panel of approved make fabricated from

sheet metal and painted with provision for suitable incoming and specified number of outgoing

feeder inlets with metering panel and all other accessories complete for auxiliary supply as per

146


specifications, terms and conditions of contract.

DATA:Lump sum rate proposed for supply of LTAC panel wiith all accessories.

LTAC panel wiith all accessories. Rate per Each `: 342000.00





ITEM: Supply and installation of Auxiliary transformer 6.6 KV / 433 Volts 160 KVA copper wound,

insulating oil filled with all accessories complete as per specifications.

DATA:Lump sum rate proposed for supply of Auxiliary transformer 6.6 KV / 433 Volts 160 KVA

Auxiliary transformer 6.6 KV / 433 Volts 160 KVA Rate per Each `: 292500.00





ITEM: Fabricating, supplying, erecting, testing and commissioning 6.6 KV 2500A capacity wall entry

type bus duct with flexible end connectors to connect transforner and HT motor panel inside

pump house with all accessories, supports etc., complete as per specifications and drawings.

DATA:Lump sum rate proposed for providing bus duct 6.6 KV 2500 A capacity

Bus duct 6.6 KV 2500 A capacity with fixtures Rate per Rm `: 36000.00


Rate per Rm `: 39600.00



ITEM: Supplying, laying and connecting xLPE 6.6 KV(E) 3 core cable suitable for 28 KA short circuit

rating with end connecters from HT panel to motor, starters, capacitor panels etc., complete

as per directions.

DATA:

5.65.1 3 core 95 sqmm cable Rate per Rm `: 551.00

Add for end connecters and other fixtures @ 5 % `: 28.00

Add for laying, connections and commissioning at 5 % `: 28.00
















147





ITEM: Supply, installation and commissioning of soft starter for specified KW load operating at

6.6 KV with load break switch, metering, protection by-pass vaccum contactor with all

accessories complete housed in painted sheet metal enclosure.

DATA:Lump sum rate proposed for supply of Soft starter unit wiith all accessories.

a. Soft starter unit 6.6 KV for 500 KW load `: 675000.00


Rate per 500 kW load `: 742500.00

Rate approved per 500 kW load `: 742500.00

Note: Rate for Soft starter set per pump = Specified kW load x Rate per 500 kW / 500


ITEM: Supplying, installing , testing and commissioning ( SITC ) electrically actuated Wafer type

flanged Butterfly valve PN 1.0 Class conforming to BS : 5155 of specified diameter and

approved make with gear box, electric motor and extension stem and all other accessories for

perfect linking with pipes on either side including loading, unloading, lifting and placing in

correct position, cleaning ends, inserting gaskets into correct position, jointing pipes and

valve to form water tight joints, cost of all jointing materials, machinery, labour, etc., complete


DATA:Lump su rate proposed for supply of unit with all accessories.

a. 400 mm diameter butterfly valve with accessories Rate per Set `: 42800.00




b. 500 mm diameter butterfly valve with accessories Rate per Set `: 74300.00




c. 600 mm diameter butterfly valve with accessories Rate per Set `: 108000.00





ITEM: Supplying, installing , testing and commissioning ( SITC ) electrically actuated Wafer type

flanged Butterfly valve PN 1.6 Class conforming to BS : 5155 of specified diameter and







a. 400 mm diameter butterfly valve with accessories Rate per Set `: 47300.00




148


b. 500 mm diameter butterfly valve with accessories Rate per Set `: 78800.00




c. 600 mm diameter butterfly valve with accessories Rate per Set `: 112500.00





ITEM: Supplying, installing , testing and commissioning ( SITC ) electrically actuated Double

flanged Butterfly valve PN 1.0 Class conforming to IS : 13905 of specified diameter and







5.69.1 700 mm diameter butterfly valve with accessories Rate per Set `: 369000.00





Add for erection, jointing and commissioning at 1.8 % `: 8300.00

















Rate per Set `: 1061300.00



ITEM: Supplying, installing , testing and commissioning ( SITC ) electrically actuated Double

flanged Butterfly valve PN 1.6 Class conforming to IS : 13905 of specified diameter and



149




























Rate per Set `: 1174900.00



ITEM: Supplying and fixing Butterfly valve actuator DOL panel board with push button starter

and all other accessories including wiring for specified number of valves etc complete.

DATA:Lump sum rate proposed for supply of B.F valve actuator DOL panel board with all accessories.

B.F valve actuator DOL panel board Rate per Set `: 342000.00





ITEM: Supplying, installing, testing and commissioning (SITC) Cast steel double flanged dual plate

Check valve Class 150 conforming to API 594 of approved make of specified diameter and to

withstand specified pressure with all accessoreis true to line and perfect linking with pipes on

either side including loading, unloading, lifting and placing in correct position, cleaning ends,

inserting gaskets into correct position, jointing pipes and valve to form water tight joints,

cost of all jointing materials, machinery, labour etc., complete with all leads and lifts.


5.72.1 400 mm diameter check valve with accessories Rate per Set `: 108000.00

150



































Rate per Set `: 1027100.00



ITEM: Supplying, installing, testing and commissioning (SITC) Cast steel double flanged dual plate

Check valve Class 300 conforming to API 594 of approved make of specified diameter and to

withstand specified pressure with all accessoreis true to line and perfect linking with pipes on

either side including loading, unloading, lifting and placing in correct position, cleaning ends,

inserting gaskets into correct position, jointing pipes and valve to form water tight joints,

cost of all jointing materials, machinery, labour etc., complete with all leads and lifts.




151


































Rate per Set `: 1133500.00



ITEM: Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved make body

and seat ring of bronze PN 1.0 conforming to IS: 14846 of specified diameter and to withstand

specified pressure with all accessoreis true to line and perfect linkingwith pipes on either side

including loading, unloading, lifting and placing in position, cleaning ends, inserting gaskets

into correct position, jointing pipes and valve to form water tight joint, cost of all jointing

materials, machinery, labour etc., complete with all leads and lifts.


5.74.1 100 mm diameter scour valve with accessories Rate per Set `: 9540.00




152















ITEM: Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make body

and seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all fixtures

including cost of all materials, machinery, labour etc., complete with all leads and lifts.


5.75.1 80 mm diameter air valve with accessories Rate per Set `: 21740.00

















ITEM: Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make body

and seat ring of bronze PN 1.6 conforming to IS: 14845 of specified diameter with all fixtures

including cost of all materials, machinery, labour etc., complete with all leads and lifts.









153











154

ENABLING WORKS

DATA FOR PERCENTAGE PROVISIONS

ANNEXURES

FOR


SECTION: LIFT IRRIGATION WORKS. YEAR : 2016-17 Annexure-1

ITEM: Provision for Electric sub-station / Demand charges / Lighting plant & work areas :

DATA:Generally, contracts provide for arranging HT / LT electric power line within about 1 km distance

from work site by the department. From the departmental bulk supply point laying of further

transmission lines, erection of sub-station, erection distribution lines and other arrangements

for power supply to various installations will be the responsibility of the dam contractor.

Estimation of electric power load for sub-station for lift irrigation works:

300 / 200 ltr concrete mixer : 15 hp

Vibrators 1 Nos. for concrete : 3 hp

Air compressor 8.5 cmm 1 No. : 75 hp

Water supply / Dewatering pumps : 50 hp

Bending machine 1No. : 15 hp

Spinning machine 1 No. : 15 hp

Welding transformers 4 Nos : 50 hp

Repair / Maintenance units : 20 hp

Total : 243 hp

Requirement of power in Kw ( 243 x 0.746 ) : 181.28

Add for lighting plant area & miscellaneous @ 5% : 9.06

Add for lighting & domestic use for camp @ 5% : 9.06

Add for reserve capacity @ 5% : 9.06

155


Total : 208.47

Capacity of sub-station required ( 208 / 0.85 ) say : 245 KVA

Note: As separate provisions are considered for power supply arrangement to coarse aggregate

crushing and processing works power required for aggregate crushing is not considered

in this annexure for working out the capacity of electric sub-station.

For working out demand charges sanctioned power nrequirement is assumed to vary from

250 KVA for 1 peak concreting seasons to about 200 KVA for other 1 season and 50 KVA

during mansoon months during the construction period of 2 years.

Average demand for electric power for 2 years is considered @. : 200 KVA

Consider 1 Transformer of 250 KVA .

Capital cost of other sub-station equipments & distribution lines:

HT / LT Circuit breaker 1 No @ `: 41609.00 / Each `: 41609.00

Poles with fixtures 30 Nos @ `: 6047.00 / Each `: 60470.00

HT / LT Line conductor 2 km @ `: 47000.00 / km `: 94000.00

Other accessories / controls / junctions LS `: 22500.00

Total `: 218579.00

Life of sub-station equipments : 15 years

Salvage value : 10 percent

Rate of Interest on av. Capital cost / annum : 11%

Maintenance & repair charges as % of capital cost : 25%

Miscellaneous charges as % of repair charges : 10%

Insurance charges on av capital cost / annum : 1%

Average capital cost 218579 x ( 15+1 ) / 30 `: 116575.47

Hire charges of sub-station equipments( excluding transformers ) / year :

Depreciation per year 218579 x 0.9 / 15 `: 13114.74

Interest on av. Capital cost / year @ 116575 x 11% `: 12823.30

Maintenance & repairs / year 218579 x 0.25 / 15 `: 3642.98

Miscellaneous charges / year 3642.98 x 0.10 `: 364.30

Insurance charges on av capital cost @ 116575 x 1% `: 1165.75

Total hire charges / year Rs: `: 31111.08

Total cost of sub-station equipments :

Transformers 1 No @ `: 539466 / Each `: 539466.00

Other equipments `: 218579.00

Total `: 758045.00

Cables & Fittings:

PVC cable 25 sqmm 100 m @ `: 165.60 / Rm `: 16560.00



Miscellaneous fittings / switches etc LS `: 4500.00

Total `: 108540.00

Assume use of cables for 2 years with 75 percent salvage value.

Use rate of cables per year with 75 % salvage value `: 13567.50

Data for cost of Lighting :

Lighting facilities are to be provided for plants and work areas during night time.

Provision of flood lights near work areas and tube lights at other locations is assumed.

No. of tube lights for plant area for lighting assumed: : 10 Nos.

No. of hours of use and energy requirement for 2 years

No. of hours of usage ( 10 x 12 x 300 x 2 ) : 72000

Energy requirement in Kwhr ( 10 x 12 x 300 x 2 x 40 / 1000 ) : 2880

No. of flood lights for plant / work area : : 2 Nos.

No. of hours of use and energy requirement for 2 years

No. of hours of usage ( 2 x 12 x 300 x 2 ) : 14400

Energy requirement in Kwhr ( 2 x 12 x 300 x 2 x 500 / 1000 ) : 9312

Flood / Tube light fittings:

Flood light sets 2 Nos @ `: 5754.00 / set `: 11508.00

Tube light sets 10 Nos @ `: 558.00 / set `: 5580.00

156


Accessories for light fittings / repairs / replacements etc LS `: 2250.00

Total `: 19338.00

Assume use of light fittings for 2 years with 75 percent salvage value.

Use rate of light fittings / year with 75 % salvage value `: 2417.25

( 19338.00 x 0.25 / 2 )

Cost of flood lights 250 W `: 899.00 / Each `: 899.00

Life of flood light in hours : 1500.00

Use rate of flood lights per hour ( 899.00 / 1500 ) `: 0.60

Cost of tube lights 40 W `: 40.00 / Each `: 40.00

Life of fluorescent tube light in hours : 1500.00

Use rate of tube lights per hour ( 40.00 / 1500 ) `: 0.03

RATE ANALYSIS UNIT : 1.00 No.

A. MATERIALS:

Sl No Unit Amount

in `.1 Use rate of cables Year 2.00 13567.50 27135.00

2 Anchors / supports for cables / lights LS 50.00 45.00 2250.00

3 Use rate of flood / tube light sets Year 2.00 2417.25 4834.50

4 Use rate of flood lights Hour 0.60 8630.40

Energy charges Kwhr 1.00 9312.00

5 Use rate of fluorescent tubes Hour 0.03 1920.00

Energy charges Kwhr 2880.00 8.00 23040.00

6 Sundries ( tapes & consumeables ) LS 50.00 45.00 2250.00

Total `: 79371.90





B. MACHINERY:

Sl No Unit Amount

in `.1 Sub-station equipments Year 2.00 62222.16

2 Transformer 250 KVA 1 No. Month 24.00 3894.00 93456.00

3 Demand charges for 2 years: 200 KVA

at 85 % PF ( 200x2x12x0.85 ) KVA 4080.00 196.00 799680.00

4 Sundries LS 200.00 45.00 9000.00

Total `: 964358.16





C. LABOUR:

Sl No Unit Amount

in `.1 Electrician 1 Nos. x 2 x 12 x 26 days Day 624.00 276.17 172326.96

Lineman 2 No. x 2 x 12 x 26 days Day 1248.00 274.67 342781.92

2 Heavy mazdoor 2 No x 2 x 12 x 26 days Day 1248.00 273.67 341533.92

Total `: 856642.80




14400.00

Rate

72000.00

Quantity

in `.Rate

31111.1

9312.00



in `.

in `.Rate

157

Description





D. ENABLING WORKS:

1 Shed for ele store & office 20 sqm @ `: 6750.00 / sqm `: 135000.00

2 Fensing for sub-station 50 Rm @ `: 1125.00 / Rm `: 56250.00

3 Civil works for foundations / pedastals / duct etc LS `: 45000.00

Total `: 236250.00

Add interest for 1 year @ 11.00% `: 25987.50

Add for cost of transportation / erection / dismantling of sub-station

materials @ 12 % of capital cost ( 758045 x 0.12 ) `: 90965.40

Deduct salvage value on cost of shed & fensing @ 25% ( - ) `: -47812.50

Total `: 305390.40

ABSTRACT:




D. Cost of enabling works `: 305390.40

Total cost `: 2665583.66

Less requirement for camp use @ 5% ( - ) `: -133279.18

Total cost for work 1.00 No. `: 2532304.47

As major power consuming items are concrete and fabrication of pipes the cost of electric

sub-station and demand charges are considered for both concrete and pipe fabrication items

in the data rates.

Quantity of concrete for a Lift Irrigation scheme is assumed @ : 30000 cum

Quantity of pipe line assumed @ : 1000 Rm

Weight of pipe line is assumed at 0.6 t / m ( 1000 x 0.6 ) : 600 t

Approx basic cost of concrete: ( Item:13 ) 7175.49 x 30000 `: 215264764

Approx basic cost of pipe line: ( Item:45 ) 81965.38 x 600 `: 49179227

Approx cost of other works L.S `: 31500000

Total `: 295943991

Cost of electric sub-station / distribution lines and demand charges including

lighting plant area as percentage of basic cost of concrete works out to:

100 x / : 0.86

say : 1.00

SECTION: LIFT IRRIGATION WORKS. YEAR: 2016-17 Annexure-2

ITEM: Data for other Enabling works on percentage basis :

DATA:Stores / work shop / guarage / fuel depot / portable magazine / storage water tanks / water &

air supply lines / haul roads / transportation, erection and dismantling of plant and machinery /

sheds for machinery / ramp ways / diversion arrangements / protective works / dewatering etc.,

are enabling works for canal cross drainage works.

As separate provision on percentage basis is proposed for diversion arrangements / dewatering

and desilting etc., this data rate is for other enabling works common to all items of CD works.

1 Cement store 1 week qty 100 sqm @ `: 6750.00 / sqm `: 675000.00

2 General store 50 sqm @ `: 7875.00 / sqm `: 393750.00

3 Work shop 10 sqm @ `: 7875.00 / sqm `: 78750.00

4 Guarage 25 sqm @ `: 5625.00 / sqm `: 140625.00

158

2532304.47 295943991


5 Sheds for & machinery 50 sqm @ `: 5625.00 / sqm `: 281250.00

6 Fuel depot 10 sqm @ `: 6750.00 / sqm `: 67500.00

7 Storage water tanks 10 sqm @ `: 4500.00 / sqm `: 45000.00

8 Water supply lines with fittings LS `: 22500.00

9 Field offices / ramp ways etc LS `: 112500.00

10 Local haul roads LS `: 225000.00

Total `: 2041875.00

Add interest for 1 year @ 11.00% `: 224606.25

Add for maintenance for 1 year @ 1.00% `: 20418.75

Less salvage value @ 50 % for ( 1 ) to ( 6 ) ( - ) `: -818437.50

Less salvage value @ 75 % for ( 8 ) ( - ) `: -16875.00

( A ) Total `: 1451587.50

Transportation / Erection / Dismantling of plant & machinery:

As all the machinery proposed are mobile type no erection / dismantling cost considered.

Transportation, erection & dismantling costs are not considered for aggregate crushing and

processing system as market rates are considered for aggregates.

Capital cost of equipments :

1 Air compressors 8.5 cmm ( diesel ) 1 No `: 878400

2 Air compressors 8.5 cmm ( ele ) 1 No `: 781592

3 Tippers 4 Nos ( exclusive transportation not considered ) `: 0

4 Water tanker 1 No `: 931449

5 Jack hammers 4 Nos `: 205176

6 Pumps of various capacity LS `: 112500

7 Concrete mixer ( diesel ) 300 / 200 ltr 1 No `: 128906

8 Concrete mixer ( ele ) 300 / 200 ltr 1 No `: 118792

9 Concrete vibrator 40 mm ( petrol ) 1 Nos `: 22447

10 Concrete vibrator 40 mm ( ele ) 1 Nos `: 19868

11 Guniting equipment 1 No `: 236243

12 Portable magazine / Misc equipments LS `: 270000

13 Mobile crane 8 t `: 1179663

14 Bending machine 1 No. `: 540189

15 Spinning machine 1 No. `: 539466

16 Pug cutting machine 2 No `: 89480

17 Welding transformer 4 No `: 156256

18 Work shop equipments / fuel pump / Misc LS `: 225000

Total `: 6435427

Enabling costs on machinery :

Transportation to site for ( 1 ) to ( 18 ) @ 1.50% `: 96531.41

Erection cost ( on 14 , 15 and 18 ) 2.00% `: 26093.10

Total `: 122624.51

Add interest for 1 years @ 11.00% `: 13488.70

Add dismantling cost ( on 14, 15 and 18 ) 1.00% `: 13046.55

Add transportation from site for ( 1 ) to ( 18 ) 1.50% `: 96531.41

( B ) Total `: 245691.16

Total cost of other enabling works ( A ) + ( B ) `: 1697278.66

Average cost of LI works assumed @ `: 168750000

Cost of other enabling works as percentage of cost of CD works.

x 100 / : 1.01

say : 1.00

159

1697278.66 168750000


160

Documents

Data rates-LI Works 2016-17 - WATER PERMISSIONSwaterresources.kar.nic.in/S.R 2016-17/Data rates-LI Works...69 Water proof cement paint per kg Á: 60.00 70 Weld mesh 50 x 50 mm 13 gauge