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NTID 44219118
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💬 Talk to Our Bidding ExpertReexcavdev Wht Pittalla Pukura in Sainthia - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Reexcavdev Wht Pittalla Pukura" in Sainthia, India.
Department Of Water Resources
Sainthia, West Bengal, India
NTID 44219118
- Opening Date : Wed 18th March, 2026
- Closing Date : Thu 12th March, 2026
- ₹ 3044326.00
- NTID 44219118
Key Values: Document Cost: 0.00 | EMD: 60887.00 | Estimated Cost: 3044326.00
Tender Description
Reexcavdev Wht Pittalla Pukurallied Struc Dakshin Hazrapur Amarpur Sainthia Birbhum - Name of Work ; Re -excavation and Development of Pitpalla Pukur WHT with allied structure at Mouja- Dakhin Hazrapur, Block- Sainthia J.L. No.- 173, Plot No.- 1015 under Amarpur G P in the district Birbhum Under Jalatirtha (Phase-XI) Prog. F.Y. 2025-2026
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
-
EMD
60887.00 -
Document Cost
Refer Documents -
Estimated Cost
3044326.00
BOQ Items Total Items : 23 | Total Qty : 23700.32
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 1. EXCAVATION AND DEVELOPMENT OF W H T Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge | 117.62 | Hp-Hr |
| 2 | Excavation in ordinary soil/mixed soil i.e. clay mixed with moorun,kankar,pebbles/siltdry or moist/slushy silt/sticky soil for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines,grades and crosssection and transporting to embankment/disposal site with in all lifts and lead upto1000 m including spreading,leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work) | 12230.40 | Cum |
| 3 | Excavation in gravel/moorum/kankar/compact moorum/very much weathered rock/sticky soil mixed with moorum or ghooting for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirement of lines,grades and crosssection and transporting to embankment/disposalsite with in all lifts and lead upto1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work) | 8153.60 | Cum |
| 4 | Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope). | 3060.20 | Sqm |
| 5 | 2.INLET OUTLET STRUCTURE Earth Work in Excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone), including removing, spreding or stacking the spoils,within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing out water as required complete. (a) Depth of excavation not exceding 1500 mm. For Inlet and Outlet | 0.262 | %Cum |
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