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NTID 45985244
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💬 Talk to Our Bidding ExpertImprovement Of West Jamuna Roa in Sivasagar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Improvement Of West Jamuna Roa" in Sivasagar, India.
- Opening Date : Mon 10th August, 2026
- Closing Date : Mon 10th August, 2026
- ₹ 13272200.00
- NTID 45985244
Key Values: Document Cost: 2000.00 | EMD: 265450.00 | Estimated Cost: 13272200.00
Tender Description
Improvement Of West Jamuna Road From Sp Office Chariali Up To Babupatty By Widening Of Road Side With Icbp At Ward No Ii And Xii Of Sivasagar Municipal Board Under Ncap Fund For The Year 2024-25
Documents
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Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
265450.00 -
Document Cost
2000.00 -
Estimated Cost
13272200.00
BOQ Items Total Items : 25 | Total Qty : 9185.67
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in Ordinary Soil Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirments of lines grades and cross-sections and transporting to the embankment location with a lift up to 1.5 m and lead up to 1000 m as per Technical Specification Clause 302.3. Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m | 1593.91 | cum |
| 2 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material 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. | 904.63 | cum |
| 3 | 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 | 629.27 | cum |
| 4 | WBM Grading 2 Using stone screening Type- B 11.2 mm for Gr. II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density grading 2 as per Technical Specification Clause 405. | 315.73 | 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 uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density grading 3 as per Technical Specification Clause 405. (A) By Manual Means | 315.73 | cum |
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