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NTID 43106936
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Inquiry NowConstruction Of Water Bound Ma in Katwa - Complete Tender Details
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MUNICIPAL AFFAIRS DEPARTMENT
Katwa, West Bengal, India
NTID 43106936
- Opening Date : Thu 8th January, 2026
- Closing Date : Mon 5th January, 2026
- ₹ 1114392.00
- NTID 43106936
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
22288.00 -
Document Cost
Refer Documents -
Estimated Cost
1114392.00
BOQ Items Total Items : 19 | Total Qty : 2040853.185
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils property over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of and grade as per direction and satisfaction of Engineer-in-Charge including uprooting and removing plants and jungles when and where necessary. b) Depth above 150mm and upto 300mm | 570.00 | M2 |
| 2 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal /shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) For Construction of Sub Base by consolidating Laterite (63 mm to 45 mm): P-244, It-4.10/i ,PWD (WB), Schedule of Rates : 2018 | 85.50 | M3 |
| 3 | Supplying, spreading and consolidating an uniform and homogeneous mixture of Stone Dust and Sand (mixed in proportion of 3 : 1 by volume and by any approved method as per direction of Engineer-in-Charge) to the required thickness in layers at 97% Proctor Density (not less than 1.7 gm/cc) with power roller to proper gradient and camber, including watering as necessary, lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary complete as per Specification including all incidental charges of roller, cost of fuel & lubricants. P-250, It-4.16,PWD (WB), Schedule of Rates : 2018 | 57.00 | M3 |
| 4 | Brick Work with 1st class bricks in cement mortar (1:6) a) In Super Structure, ground floor SOR, PWD (BUILDING), 3RD CORRIGENDA, PAGE NO:-15, ITEM NO :- 8 | 24.25 | M3 |
| 5 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor) a) inner wall 20mm thick. (1:6) SOR, PWD (BUILDING), 3RD CORRIGENDA, PAGE NO:-189, ITEM NO :- 1 | 149.75 | M2 |
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