Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 9,01,013
Costs
EMD
₹ 19,595Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MCD_209149_1Bid Award Id
ViewTender No
MCD/TR/4658/2024_5_1_1/1Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://etenders.gov.in
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BOQ Items
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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
2.48
3651
1469.89
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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)
48
113074
2355.72
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110.32.a:Providing and laying C.C. pavement of mix M-20 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 @ 303 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.
48
406788
8474.75
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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).
0.95
9226
9763.8
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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
28.8
7266
252.3
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19.6.3:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:250 mm dia R.C. C. pipe
80
60355
754.44
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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.
1612
5335
3.31
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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)
0.1
685
6788.63
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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
94.5
7892
83.52
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5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
2.03
1578
779.28
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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 .
10
25284
2528.4
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13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.5
3727
276.13
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13.18:Neat cement punning
13.5
846
62.73
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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)
2.48
15295
6157.42
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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
16
4762
297.63
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19.27.1:Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) including 500x450 mm pre- cast R.C.C. horizontal grating with frame complete as per standard design:With common burnt clay F.P.S(non modular) bricks of class designation 7.5
26
135436
5209.08
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1.1.1_12:Disposal of materials by mechanical transport including loading ,unloading and stacking lime ,moorum, building rubbish for lead 12 km
51.43
14013
272.49
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