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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹99.8 LAccepted-AOC RA SAVATKHED POST KUMTHE SOLAPUR | NASHIK | MAHARASHTRA | 422001 | ₹99.8 L | 1 | Accepted-AOC allotted |
| 2 | 2₹1.0 CrRejected-AOC R O GHANANANDDHAM CHAUK TOPHKHANA HINGOLI DISTRICT HINGOLI 431513 | HINGOLI | MAHARASHTRA | 431513 | ₹1.0 Cr | 2 | Rejected-AOC ok |
| 3 | 3₹1.0 CrRejected-AOC | ₹1.0 Cr | 3 | Rejected-AOC ok |
Tender Value
₹99.8 L
EMD Value
₹1 L
Closing Date
28 Mar 2026, 4:00 pmClosed
EE W Z.P. Hingoli
EE W Z.P. Hingoli
Construction of Bridge on SH 257 Walki Asola to VR 31 (Laxminaik Tanda) road KM 5/00 to 6/00 VR 35 Tq. Aundha
2026_HINGO_1289092_1
EEW/HING/Open/286/2025-26
Open Tender
Civil Works
150 days
Aundha
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹1 L
2 Apr 2026
21 Mar 2026
29 Mar 2026
21 Mar 2026
28 Mar 2026
21 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. 3.11 | |||||
| 2Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. 46.11 | |||||
| 3Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (Item No. 12.02a) Lift 0 to 1.50 M | |||||
| 4Lift 1.50 to 3.00 | |||||
| 5Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. 2.25 | |||||
| 6Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) 12.23 | |||||
| 7Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) 12.24 | |||||
| 8Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel ) 15.07 | |||||
| 9Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) 12.25 | |||||
| 10Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20 cm thick including hand packing and compacting etc. complete. (Item No 21.38) | |||||
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