Delhi Jal Board Tender

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Delhi Jal Board - DJB Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date22 Nov 2024
Closing Soon28 Nov 2024
Tender Amount₹ 24,06,869 
Notes
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Costs

Description

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BOQ Items

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

3

1698

5095.35

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

357

218

78040.2

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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329. 100 mm dia class K-7 pipes

595

1121

667054.5

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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329. 150 mm dia class K-7 pipes.

5

1601

8006.5

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Labour for cutting C.I. pipe with steel saw 100 mm dia

28

160

4499.6

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Labour for cutting C.I. pipe with steel saw 150 mm dia

10

301

3019

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Hire charges of pump of capicity 4000 liter per hour capacity for a working period of 8 hours per shift including cost of pumps, labour, fuel and watch & ward etc. complete as directed by Engineer-in-charge

50

936

46827.5

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket 100 mm dia

135

96

12980.25

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket 150 mm dia

9

156

1404.45

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Providing and laying D.I. Specials of Class K - 12 suitable for push -on - jointing as per IS : 9523 up to 600 mm dia

2.64

17155

45240.11

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Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 up to 600 mm dia

3.16

18025

56942.87

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Providing and laying cast iron detachable joints to asbestos cement pressure pipes or plain ended class 15 C.I specials with collars rubber rings, flanges, bolts and nuts complete including testing of joints. 100 mm dia.

14

865

12114.2

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Providing and laying cast iron detachable joints to asbestos cement pressure pipes or plain ended class 15 C.I specials with collars rubber rings, flanges, bolts and nuts complete including testing of joints. 150 mm dia.

5

1078

5392.75

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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter class - I

2

4097

8195.8

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Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers notexceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

285.6

161

46152.96

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Carriage of Malba building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved .

147.8

217

32096.25

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Constructing masonry Chamber 60x60x75 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mmdeep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/cnecessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size ) and inside plasteringwith cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finishedwith a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

2

9753

19506.1

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)

3

6882

20646

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Shifting of water connection from old C.I/DI water main to new C.I/DI water main i/c boring in the new main i/c P/F brass ferrule 6mm dia.(wt. not less than 150 gms), 1.00 mtr.long(one meter)GI pipe(medium class) 15 mm dia nominal bore i/c fittings, trenching ,refilling and disconnecting the exiting connection from old water main i/c plugging the bore ho and depositing the serviceable as well as unserviceable material obtained during discinnection in the store of the department, complete in all respect as directed by engineer-in-charge.

900

545

491085

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P/F G.I union in G.I pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15mm nominal bore.

900

262

236070

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P/L/J MDPE pipes conforming to latest ISO: 4427 i./c fitting conforming to latest ISO 14736 manufactured from virgin resin of minimum PE 80 food grade compounded raw material having blue colour only and having pressure rating PN16 , with quality assurance certificate from agencies as approved by engineer in charge, for uses in drinking water inclusive of all taxes; complete in all respect as per direction of engineer in charge. 20 mm nominal outer dia. (OD)

900

33

30150

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Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.

357

196

70079.1

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Providing and laying C.C.pavement of mix M-25 with ready mixed concrete from batching plant.The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating , brooming with wire brush etc. complete as per specifications and directions of Engineer-in -Charge.(The panel shuttering work shall be paid seperately) (Note:- Cement content considered in this item is @ 330 kg/cum Excess/Less cement used as per design mix is payable/ recoverable seperately) Note - Deduct for using M-20 instead of M-25 Grade concrete in C.C. pavement. (8964.00 -191.10 = 8772.90 )

35.7

8772

313192.53



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