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₹ 15,25,396 
Notes
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Costs

Description

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2.8.1: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 up to 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

84

252

21193.2

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110.18:Providing and laying compacted bed of dry brick aggregate of 40/50 mm thick nominal size in required thickness including spreading, well ramming, consolidating and grouting with Jamuna sand including finishing smooth etc. complete as per direction of Engineer-in-charge (compacted thickness to be measure for the purpose of payment)

49.88

2355

117491.53

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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)

43.61

6157

268525.09

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4.1.3A: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) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%)

2.63

6608

17348.05

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

238

254

60513.88

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13.18:Neat cement punning

290.5

62

18223.07

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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).

70

8663

606412.1

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1.1.1_22:Disposal of materials by mechanical transport including loading ,unloading and stacking lime ,moorum, building rubbish for lead 22 km

42.53

378

16088.48

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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.

720

3

2383.2

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

3600

3

11088

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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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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

180

173

31183.2

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16.93:Providing and placing in position 100mm thick factory made machine batched & ma chine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes,of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge .

97.1

2528

245507.64



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