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NTID 46988072
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💬 Talk to Our Bidding ExpertRoad Naveenikaran Work Of Kama in Kasganj - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Road Naveenikaran Work Of Kama" in Kasganj, India.
Irrigation Department
Kasganj, Uttar Pradesh, India
NTID 46988072
- Opening Date : Mon 12th October, 2026
- Closing Date : Mon 12th October, 2026
- ₹ 0.00
- NTID 46988072
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
35000.00 -
Document Cost
677.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 8 | Total Qty : 2533.82
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Road Naveenikaran work of Kamaalpur Minor's canal service road from km. 1.000 to km. 1.230 for the year 2026-27 | ||
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (G-3) | 15.52 | Cum |
| 3 | Providing and applying Prime coat with Bitumen emulsion (SS-1) using emulsion distributor at the rate of 0.70 to 1.0 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 502. (Prime Coat) | 207 | sqm |
| 4 | Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (Tack Coat) | 690 | sqm |
| 5 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (20mm PC) | 690 | sqm |
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