Municipal Corporation Tender

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Municipal Corporation Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Dec 2024
Closing Soon26 Dec 2024
Tender Amount₹ 21,05,730 
Notes
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Costs

Summary

Civil Workimp/ Dev Of Lane And Drainage System From H.no. Wz 60 To Wz 42 And Wz 52 To Wz 406(i) In Gali No 4 Janakpark By Pdg. Rmc, Brick Work, Precast Rcc Slabs Etc In In Ward No.100 Fateh Nagar, Ac 28 Hari Nagar.

Description

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BOQ Items

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16.75: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 for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

147.23

8663

1275414.59

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19.19.3.1:Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality. H D - 20Circular shape 560 mm internal diameter

2

1471

2942.98

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1.1.1_16:Disposal of materials by mechanical transport including loading ,unloading and stacking lime ,moorum, building rubbish for lead 16 km

144.47

316

45712.56

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5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide

493.1

173

85424.64

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16.46.1:Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound.

1790.4

3

5926.22

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16.45:Providing and fixing in position pre- moulded joint filler in expansion joints.

1528.5

3

4707.78

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19.26.4:Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately :Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35

6

297

1785.78

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15.7.4: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

0.55

1469

811.38

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110.10:Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge

1

7408

7408.8

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110.12:P/F precast R.C.C. stab/grating 70mm thick manufactured with CC 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) reinforced with 96 kg/m3 of R.C.C including lapping all four side with M.S. sheet 1.6 mm thick & fixing in position complete. (Drain covers with or without holes)

54

1263

68248.98

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6.1.2: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)

21.95

6157

135130.74

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13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

162

254

41190.12

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13.18:Neat cement punning

194.4

62

12194.71

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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

1.62

6788

10997.58

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2.9.1:Excavation work 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock

58.32

448

26136.69



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