Hapur Pilakhua Development Authority Tender

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Hapur Pilakhua Development Authority - HPDA Tender

Works
Civil And Construction
Eprocure
Opening Date6 Feb 2024
Closing Date14 Feb 2024
Tender Amount₹ 76,07,395 
Notes
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Costs

Description

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BOQ Items

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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per clause 401,

81

297189

3669

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Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub- base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406.

194

804518

4147

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Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.)

540

20034

37.1

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Providing and applying tack coat with 80/100 bitumen emulsion on prepared surface of granular base including ……………..of the Engineer in charge (A.R)

540

10368

19.2

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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 80/100(VG10) required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades

540

113994

211.1

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level grade & cross fall using Type B seal coats as per clause 513 of MOSRT &H specification and as per dierction of the E/I (A.R.)

540

44712

82.8

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Supply and fixing of 80 mm thick I shaped rubber moulded cement grey / ordinary red inter locking cement concrete paver blocks confirming IS:15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and slopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/I and as per approved specifications.

760

556700

732.5

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PART(B):- DRAIN WORK

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Excavation in Foundation in ordinary soil (load, clay or sand) incuding lift upto 1.50m and lead upto 30m. And including filling watering and ramming of excavated earth into the tranches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches.

130

14300

110

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Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. reuired for proper completion of the work.

60

240000

4000

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

237

1225290

5170

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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, labous and T&P etc. required for proper completion of the work.

1380

276000

200

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Providing and laying in cement concrete 1: 2:4 (1 cement, 2 coarse sand & 4 gradded stone grit of 20 mm nominal size) and curing complete, including cost of form work in chamfering of corner of drain

15

105750

7050

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RCC work in 1:1.5.3 cement c. sand & Stone 20mm grit ……………. Completion of work

5

43200

8640

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M.S. steel reinforcement of R.C.C work including straigstening cutting

600

42846

71.41

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PART(C):- SEWER WORK

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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

112

23992

214.22

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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

150

128100

854

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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.) 150 mm dia pipe (I) 0-1.5 MBGL

230

128110

557

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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

12

73200

6100

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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) 600x600x900 mm

41

277488

6768

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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

7

53389

7627

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(B) 1200 mm deep

7

98168

14024

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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.

6

35436

5906

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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) Bottom dia 900mm dia (beyond 900 to 1650 mm BGL)

4.8

28348

5906

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Making connection of Drain or sewer line with existing M.H …………………..pipes 250 to 300mm diameter

26

16692

642

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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

14

39002

2785.92

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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 -600x600 mm internal size

44

122580

2785.92

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PART(D):- WATER SUPPLY WORK

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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.R.)

67

7370

110

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Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete. (A) 110 mm dia OD 6 kg /sqcm Pressure

175

137550

786

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(B) 25 mm dia

154

17248

112

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Making connection of Drain or sewer line with existing M.H …………………..pipes 250 to 300mm diameter 110X25 MM

37

18019

487

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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) : 18.31.1 100 mm diameter 18.31.1.1 Class I

2

7531

3765.8

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(B) 18.31.3 150 mm diameter 18.31.3.1 Class I

2

11149

5574.59



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