Municipal Council Tender
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Costs
EMD
₹ 19,016Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Emergent Urgent Work Under The Jurisdiction Of Malcha Marg Sewerage Service Centre.
Description
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Contact
Tender Id
2024_NDMC_267612_1Tender No
NIT No. 19/EE(SM)/2024-25Tender Authority
Municipal Council ViewPurchaser Address
-Website
http://https://www.ndmc.gov.in/
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Documents
BOQ Items
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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 for all lift, as directed by Engineer-in-charge. All kinds of soil
50
172
8635.5
... More
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
6
12381
74288.58
... More
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
1.52
7386
11227.97
... More
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
3
24035
72107.34
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
1.83
9595
17559.2
... More
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately). With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
51538
103077.86
... More
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
22157
88628.04
... More
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
70
538
37712.5
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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete :(A)150 mm diameter
5
677
3385.05
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(B)200 mm diameter
30
944
28324.5
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(C) 250 mm diameter
10
1464
14649.5
... More
(D) 300 mm diameter
5
2008
10042.1
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe.
5
1147
5739.95
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(B)200 mm diameter S.W. pipe
30
1338
40149.3
... More
(C) 250 mm diameter S.W. pipe
10
1547
15476.1
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up-to haunches of S.W. pipes including bed concrete as per standard design :300 mm diameter S.W. pipe
5
1141
5708.35
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
25
128
3204.75
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Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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. (Old CC paver blocks shall be supplied by the department free of cost).
25
392
9801.75
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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).
5
6342
31713
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge: Nominal concrete 1:4:8 or richer mix (including equivalent design mix)
5
1463
7315
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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
5
7665
38328.9
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Taking out RCC cover with frame from top of brick masonry manholes (without RCC top slab) and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge.
60
309
18595.2
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - MD-10 Circular shape 500 mm internal diameter.
20
1140
22818.8
... More
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - HD-20 Circular shape 560 mm internal diameter.
25
1630
40761.5
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. EHD-35 Circular shape 560 mm internal diameter.
5
2066
10332.3
... More
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 100 to 250 mm diameter
5
788
3942.85
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(B) For pipes 250 to 300 mm diameter
5
897
4487.5
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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) : Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10
3
4055
12166.53
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Plugging the total sewerage from Existing sewer line at Manhole to reduce the discharge of sewer line to minimize the wet and foul condition by placing gunny bags filled with earth and stiched properly including supply and laying in position filled up gunny begs in full length of required of manhole as directed by the engineer-in-charge and subsequent removal of the same after completion of the work to the entire satisfaction of the engineer-in-charge. For 100mm to 300mm dia Sewer line.
20
1723
34464.4
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Dewatering of pits or ground by dewatering pumps inclusive of all consumables, diesel, oil, petrol, lubricants & DG set etc. and disposal of water. In all types of soils. (Only running time of pump in hours and minutes will be measured and nothing extra shall be paid).
100
389
38900
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Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: Rectangular manhole 120x90 cm and 90 cm deep
6
4354
26127.96
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Extra for depth of manholes dismantled : (A)Rectangular manhole 120x90 cm and beyond 90 cm depth
2
2371
4742.2
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Dismantling of manhole including R.C.C. top slab, RCC cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: Rectangular Arch type manhole 140x90 cm and 2.45 m deep
2
8237
16475.52
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Extra for depth of manholes dismantled: Rectangular arch type manhole 140x90 cm and beyond 2.45 m depth (upto 4.25 m depth)
1.8
1922
3460.5
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Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: Circular manhole 122 cm diameter and 1.68 m deep.
3
6297
18892.95
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Extra for depth of manholes dismantled : Circular manhole 122 cm diameter and beyond 1.68 m depth (up to 2.29 m depth).
1.83
2169
3969.29
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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)
2
7171
14343.28
... More
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
20
256
5136.4
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Fixing MD-10, SFRC cover and frame with entire satisfaction of Engineer-in-Charge. Old Cover and frame will be supplied free of cost at site.
5
282
1411.3
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Fixing HD-20, SFRC cover and frame with entire satisfaction of Engineer-in-Charge. Old Cover and frame will be supplied free of cost at site.
5
297
1485.05
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift.
30
190
5721.3
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Hiring of Hydraulic Excavator (3D) with driver and fuel for emergent work under the jurisdiction of Sewerage Maintenance North.
10
1344
13448.7
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Deduct - Purchase and taking away the following dismantled material received after dismantling from the site including all lead etc. complete (a) Bricks
2000
2
-4600
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Deduct - (b) Brick bats
2
250
-500
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