Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies - DOLBU Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Feb 2025
Closing Soon6 Mar 2025
Tender Amount₹ 2,22,915 
Notes
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Costs

Summary

Construction Of Water Harvesting With Recharge Well At Pump No-21 Behind The Jal Nigam Office, Bijnor

Description

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BOQ Items

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RCC Work in 1:1.5:3 cement Coarse sand and 20 mm stone gritt in slab etc.complete work with al rnaterial.labour T&Pas requireo (PWD SI 284)

0.68

7400

4995

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MS work in RCC slab including bending.binding and cutting for proper complete of work. (PWD SL504)

0.69

6150

4268.1

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|40mm CC flooring 1.2 4 with stone aggregate of 12.5 mm and below by laid over base Concrete finished with floating Coat of neat cement.cComplete Work with all material, labour T&P as required. (PWD SIL 601a)

2.76

240

661.68

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|12 mm thick plaster in 1:3 cenent coarSe sand mortar with water proofing compound |including fioating coat of neast cement etc complete work with all material,labour T&P as required. (PWD SI.583)

16.65

190

3163.5

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Fixng of C C cover 600x600mm with farme

2

481

962

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MS work in heavy sizes in busses bult up gate and other farmes in required shapes with cutting drilling and welding INEINA-1tc complete work with all fmaterial,labour T &P as Al QUAD CAMERgzd (PWD SI 503)

0.45

6500

2925

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|Cartage of excavated earth 5 |km away from the site including |it loading & unloading.

16.3

183

2983.63

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Supply and fixing of SS mesh of size 40 mm mesh.

3

630

1890

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|Making provision of overflow system complete in all respect including cost of all materials.

1

450

450

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Ledder

1

550

550

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Supply and laying of PVC pipe conforming IS-4985 |88 with all requird tee, coupler ,Elbow, Reducer etc. |with propper gradient and alligment in trench. 150mm 6kg pressure PVC pipe

25

665

16625

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Constructing brick masonry manhole Inside size 65*60* cm and 60 cm in cement mortar 1:4 with R.C.C. top slab with 1:1.5:3 mix, foundation concrete 1:4:8 mix inside plastering 12 mm thick with cement mortar 1:3 finished with floating coat of neat cement and making complete as per standard design

2

9650

19300

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Eathh work in excavation in trenches for toundation on ordinary soil lift up to 1 5 Mt lead up to 50M1 (PWD SL 251411)

6.36

120

762.96

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Providing and laying cement concrete 14 8 cement fine sand and brick tballast 40 mm size in loundation and floaring with ramning and dressing etc coiplete wDrk with all mateial,labour T&P as requred PWD SI 275)

0.56

3350

1879.35

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Class 150 brick work .n 1 4 ement coarse sand mortar foundaton and Pinth including MS lacder etc complete work with all materal labout T&P as equred (PWD SI 30/a

1.38

3351

4624.38

1.22

5100

6222

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RCC work in 1 153 cement Coarse sand and 20 mm stone gritt in slab etc compiete work with all matenal, abour T&P as required (PWD SI 284)

0.45

7400

3330

... More
MS work in RCC slab including bending binding and cutting for proper complete of work (PWD SI 504)

0.46

6150

2829

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40 mm CC flooring 1:2: 4 with stone aggregate of 1:2: 5 mn and below by laid over base concrete finished with floating coat of neat cement complete work with all material labour T&P as required (PWD SI 601a

1.6

240

384.48

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12 mm thickness plaster cement 1:3 cement coarse sand mortar with water prooing compound ncluding floating coat of neast cement etc. complete work with all material labour T&P as

7.74

190

1470.6

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Fixing of c.c cover 600x600mm with farme.

1

480

480

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MS work in heavy sizes in busses built up gate and other farmes in required shapes with |cutting. drilling and welding etc. complete work with all material, labour T&P as required.( PWD SI.503)

0.45

6500

2925

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Cartage of excavated earth 5 km away from the site including t loading & unloading.

6.36

183

1163.88

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Supply and fixing of SS mesh of size 40 mm mesh.

3

630

1890

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Water supply charges for drilling.

1

5000

5000

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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer-in charge-200MM

45

495

22299.3

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Development of tube well in accordance with IS: 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed(dsr-23.12)

15

758

11384.1

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Supplyof pea gravet at drilling site duly fitered and |stacked.

5

2300

11500

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Supplying, assembling, lowering and fixing in vertical position in borewell, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges,fittings & accessories etc. all complete150MM(DSR23.3)

12

611

7335.36

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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium wel |screen (RMS) pipes with ribs,conforming to IS: 128 18, including hire & labour charges, fittings & accessories etc. all complete-150mm (dsr-23.4)

27.05

660

17859.4

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Supply of 4" size PVC specials like bail plug.MS clamp,well cap.couplers.-100MM

1

1800

1800

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Hand boaring pf 6" dia casing pipe.

20

220

4400

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O to 20 meter

10

240

2400

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30 to 45.80 meter.

15.8

295

4661

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Lowering of 6" dia casing pipe

43

21

903

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Extraction of 6" dia casing pipe.

45.74

45

2058.3

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Packing charges bore hole by submersible pumps.

1

550

550

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Development of bore hole by submersible pump.

10

75

750

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Construction of C.C block of sizes 0.45x0.45x0.75 mt as per drawing in ratio 1:3:6

1

1015

1015

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Loading.unloading and transprotation of material T&P U.P.E down.

1

950

950

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Tantage charges.

1

460

460

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Flenge type double locking system as per design with 1 Mt. M.S pipe 4" dia B class and 2 pair clamp with Key.

1

2550

2550

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Supply of 4" dia PVC pipe 6 Kg/Cm F as per ISI |4985/2000

37

160

5920

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Supply of 4" dia PVC slot pipe 6 Kg/Cm F as per ISI |4985-2000

6

185

1110

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Other PVC accessories such as end cap coupler etc.

6

325

1950



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