Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Dec 2024
Closing Date24 Dec 2024
Tender Amount₹ 8,15,338
Costs
EMD
₹ 18,350Document Cost
₹ 590Tender Fee
Refer Documents
Summary
No. Ee-ms-ii/sz/tc/2024-25/02-02
Description
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Contact
Tender Id
2024_MCD_219793_2Bid Award Id
ViewTender No
No. EE-MS-II/SZ/TC/2024-25/02Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
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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
28.44
252
7175.41
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2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
34
181
6182.22
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23.1.1.1:Boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS: 2800 ( part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools plants & machineries required for the job, all complete as per direction of Engineer - in- Charge, upto 90 metre depth below ground level.
All types of soil300 mm dia
8
512
4098.24
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23.3.2:Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS : 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer- in- Charge.150 mm nominal size dia
6
690
4144.56
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6.1.1:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
10.84
6376
69086.56
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6.4.1:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand)
1.7
7809
13283.55
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13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
21.39
276
5906.42
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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)
17.34
2355
40857.61
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23.8:Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine /medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in- charge.
0.83
1497
1243.08
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23.6:Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
3.6
1326
4775.65
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23.7:Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.
3.6
1326
4775.65
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23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges
3.6
1326
4775.65
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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
19.6
779
15275.45
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13.72:Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 ( 1 cement : 4 coarse sand), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per square metre, top layer 15 mm cement plaster 1:1/2:2 ( 1 cement : 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately).
1.8
896
1614.15
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10.25.2:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
240
130
31437.6
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5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: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)
3.19
7718
24582.69
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5.22.3:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelCold twisted bars
477
83
39839.04
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19.6.2: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:150 mm dia R.C.C. pipe
138
462
63840.18
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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
15
754
11316.6
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4.1.10:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
3.56
5520
19624.56
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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.
35.03
8474
296828.12
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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
12
5209
62508.96
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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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13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
1.08
121
131.24
... More
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
5.4
859
4640.54
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1.1.1_10:Disposal of materials by mechanical transport including loading ,unloading and stacking lime ,moorum, building rubbish lead for 10 km
35.03
250
8774.11
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