Hapur Pilakhua Development Authority Tender

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Hapur Pilakhua Development Authority - HPDA Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Oct 2019
Closing Date18 Oct 2019
Tender Amount₹ 12,05,000 
Notes
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Costs

Description

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BOQ Items

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c) Rope Muji

24

1080

45

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d) Phawra

48

6720

140

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e) Bucket 20 litre

24

4368

182

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f) Sambhal 1'x5'

48

16651

346.9

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g) Supply of Garrage Trolley 1 cum capacity complete with wheel backet of 18 gauge sheet dully painted

2

13000

6500

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h)Oxygen mask

6

1500

250

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i)Oxygen cylinder

2

4000

2000

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j)refilling of oxygen

6

1500

250

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Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches. (a) 0-1.5 MBGL

52

9521

183.1

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(b) 1.5 - 3.0 M BGL

42

9689

230.7

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(c) 3.0 - 4.5 M BGL

3

870

290.2

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Providing & Fixing opening timbering in trenches for the depth up to 3.0 m B.G.L.consisting of 40 mm thick approved country wood planks for polling boards,125mmx75mm indian sal wood walers and 100 mm dia sal ballies for struts at 1.5 m c/c including removal after laying of sewer.(Both sides of trnches will be taken as one side for the purpose of payments & measurement i.e. srea equal to length x depth of trench).Dismanted timbering materials will be the property of the contractor.

14

5012

358

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(A) Supply,Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 250 mm dia pipe (I) 0-1.5 MBGL

28

16352

584

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(II) 1.5-3.0 MBGL

12

7224

602

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(c) Same as above but for 300 mm dia NP-3 RCC hume pipe (II) 0 - 1.5 m BGL

12

9504

792

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(c) Same as above but for 300 mm dia NP-3 RCC hume pipe (II)1.5-3.0 MBGL

12

9756

813

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Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials , labour, tools & plants etcc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in the trenches

3.5

18200

5200

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Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.) (A) 600x600x600 mm

10

43798

4379.8

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(B) 600x600x900 mm

10

57350

5735

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Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)(0.60x0.60x1.00) m.

1.5

6489

4326

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Construction of brick masonry chamber of 560 mm internal dia with F.P.S. bricks i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.) (A) 900 mm deep

1

6832

6832

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(B) 1200 mm deep

1

12562

12562

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(C) 1500 mm deep

1

18627

18627

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Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.) (A) Bottom dia 900 mm dia (beyond 900 to 1650 mm BGL)

0.1

524

5247

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(B)Bottom dia 1200 mm dia(beyond 1650 to 2250 mm BGL)

0.3

2070

6900

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(C)Bottom dia 1500 mm dia(beyond 2250 to 3000 mm BGL)

0.4

3337

8343

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Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches. (a) 0-1.5 MBGL

189

34605

183.1

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(b) 1.5 - 3.0 M BGL

57

13149

230.7

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(c) 3.0 - 4.5 M BGL

3

870

290.2

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M-150 Brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

8

35440

4430

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12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.

753

124245

165

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Neat cement punning

753

30797

40.9

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Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

8

50000

6250

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Disposal of surplus earth available from cutting including cartage upto 0.5 km as per direction of E/I.

249

8715

35

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R.C.C work with cement , approved coarse sand & 2cm gauge approved slone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement andits bending , but including its fixing and binding the same with 24 B.W. G.G.I binding wire and shuttering tetc and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire . the rate excludes maing of drip course which shall be paid extra.

4

30800

7700

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M.S (tor steel or plain ) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authories overlaping shall be measured and including cost of binding wire.

5

28000

5600

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Pumping out water caused by spring ,tidal or river seepage , broken water mains or drain or well point pumping and the like .

100

30800

308

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Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mm internal dia

25

69648

2785.92

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Providing Precast Concrete Manhole Cover without Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mm internal dia

110

132000

1200

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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the engineer-in-charge within a distance of60 meter(200 feet.).

2

800

400

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Deduction of cost of old brick obtained from dismantling of brick work.

460

-2162

4.7

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Deduction of cost of old brick bats obtained from dismantling of brick work.

1

-700

700



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