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NTID 43165040
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💬 Talk to Our Bidding ExpertMmppna ridf xxxi 25 26 18 Cons in Nalbari - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Mmppna ridf xxxi 25 26 18 Cons" in Nalbari, India.
- Opening Date : Mon 22nd December, 2025
- Closing Date : Mon 22nd December, 2025
- ₹ 64800000.00
- NTID 43165040
Key Values: Document Cost: 12960.00 | EMD: 1296000.00 | Estimated Cost: 64800000.00
Tender Description
Mmppna_ridf_xxxi_25_26_18 Construction Of Road From (i) Sonkani Bausiudaipur Pwd Road At Dr. Prasbin Talukdar House To Khata Dhamdhama Village, (ii) Baushi Udaypur Mouzadare House To Nonoi Barbari Link Road Via Go Puja Link Road, (iii) Nalbari Kamrak
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
1296000.00 -
Document Cost
12960.00 -
Estimated Cost
64800000.00
BOQ Items Total Items : 140 | Total Qty : 119563.13
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 1. Construction of road from Sonkani Bausiudaipur PWD road at Dr. Prasbin Talukdar house to Khata Dhamdhama village 1. Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. (a) from private land | 1648.890 | Cum |
| 2 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m. as per technical specification clause 303.1 (a) from private land | 891.000 | Cum |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material ( only on culvert approaches) | 562.500 | Cum |
| 4 | WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means | 281.250 | Cum |
| 5 | WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means | 281.250 | Cum |
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