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NTID 39616786
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Restoration Of Storm Water Dra, Kalpakkam - Tender Details
Explore tender information for Restoration Of Storm Water Dra in Kalpakkam, including eligibility, deadlines, and bid specifics.
General Services Organisation
Kalpakkam, Tamil Nadu, India
NTID 39616786
- Opening Date : Fri 28th March, 2025
- Closing Date : Thu 27th March, 2025
- ₹ 5900000.00
- NTID 39616786
Key Values: Document Cost: 0.00 | EMD: 118000.00 | Estimated Cost: 5900000.00
Tender Description
Restoration Of Storm Water Drains And Footpaths At Pdpm Area In Kalpakkam Township.
Documents
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Buy This Document-
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
118000.00 -
Document Cost
Refer Documents -
Estimated Cost
5900000.00
BOQ Items Total Items : 44 | Total Qty : 9613.3
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in open / Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sq.m on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. | 250.00 | Sq.m. |
| 2 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including shoring, strutting, bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) | ||
| 3 | All kinds of soil upto 1.50mtr depth | 400.00 | Cu.m |
| 4 | Excavating trenches of required width by mechanical means (Hydraulic excavator) / manual means for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 50m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed), etc., all complete as per specification. | 8.00 | Cu.m |
| 5 | Earthwork excavation for trial pits of required size in hard gravelly soil and other types of soil upto 1.50 mtr. depth without damaging the existing underground service lines including shoring, strutting, bailing of water, protection of existing underground utilities such as water line, service cables, etc., refilling the sides of trial pit as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with a lead of 50 metres and finishing the surface to proper level etc., all complete as per specifications and as directed by Engineer- in-Charge. | 3.00 | Cu.m |
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