Municipal Corporation Tender

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Municipal Corporation Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date24 Dec 2024
Closing Soon31 Dec 2024
Tender Amount₹ 6,62,484 
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

8.4

252

2119.32

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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)

38.05

6157

234314.46

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13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

245.92

276

67905.89

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13.18:Neat cement punning

245.92

62

15426.56

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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

5

297

1488.15

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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

3

1471

4414.47

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16.64: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.

243.6

176

43039.25

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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).

12.6

8663

109154.18

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16.76:Deduct for using of M- 20 grade concrete instead of M-25 grade concrete in C.C. pavement .

12.6

188

-2372.45

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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)

70

1263

88470.9

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5.3:Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

1.03

9763

10095.77

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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

124.08

83

10363.16

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5.9.3A:Centering and shuttering including strutting ,propping etc.and removal of form for Suspended floors, roofs, landings,balconies and access platform

3.4

693

2356.27

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2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil

126

24

3065.58

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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

23.4

173

4053.82

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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.

117

3

387.27

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2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

0.84

219

184.51

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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

42.88

316

13568.72



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