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NTID 44445933
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Inquiry NowRepairs To Road Drainage Pathw in Kalpakkam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Repairs To Road Drainage Pathw" in Kalpakkam, India.
General Services Organisation
Kalpakkam, Tamil Nadu, India
NTID 44445933
- Opening Date : Thu 2nd April, 2026
- Closing Date : Wed 1st April, 2026
- ₹ 1805000.00
- NTID 44445933
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
-
EMD
36100.00 -
Document Cost
Refer Documents -
Estimated Cost
1805000.00
BOQ Items Total Items : 35 | Total Qty : 6686
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in open / Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sqm 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. | 2000.00 | Sq.m. |
| 2 | Dressing and levelling of undulation of surfaces by mechanical means (hydraulic excavator pop cutter) of sorrounding the building, between road berms and storm water drain, etc., in al types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clouds, disposal of excavated earth upto 50m lead and lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. | 2000.00 | Sq.m. |
| 3 | 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.) | ||
| 4 | All kinds of soil upto 1.50mtr depth | 15.00 | Cu.m |
| 5 | Filling available selected excavated earth (excluding rock) available at site in berms, low lying areas in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, levelling and dressing the top surface, lead upto 2 km and lift upto 1.5m etc., all complete as per specification. | 200.00 | Cu.m |
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