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NTID 43187850
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💬 Talk to Our Bidding ExpertPackage No Adb ii Sat-br-05 in Satara - Complete Tender Details
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Maharashtra Rural Road Development Agency
Satara, Maharashtra, India
NTID 43187850
- Opening Date : Wed 24th December, 2025
- Closing Date : Mon 22nd December, 2025
- ₹ 68677000.00
- NTID 43187850
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
343000.00 -
Document Cost
17000.00 -
Estimated Cost
68677000.00
BOQ Items Total Items : 268 | Total Qty : 37991.766
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 1)Proposed Construction and five year Maintenance of Submerssible Bridge at CH 0/420 across River Chand on Mayani to Shedgewadi Road Tal. Khatav Dist. Satara Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. as directed by Engineer in Charge. | 0.725 | Hectare |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Cement Concrete.as directed by Engineer in Charge. | 75.000 | Cubic Meter |
| 3 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe. as directed by Engineer in Charge. | 50.400 | Running Meter |
| 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.For lead upto 250 m.as directed by Engineer in Charge. | 2542.490 | Cubic Meter |
| 5 | 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.as directed by Engineer in Charge. | 327.600 | Cubic Meter |
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