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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical PORE BAZAR ROAD NEAR CHHOTA ASHRAKHANA USMANPURA CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 4 | Rejected-Technical | Rejected-Technical REJECTED |
Tender Value
₹6.3 L
EMD Value
₹6,308
Closing Date
11 Sept 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
TOWN HALL, CHHATRAPATI SAMBHAJINAGAR
Desiliting of Ganpati Visarjan Well at Satara Gaon in Zone No. 10.
2026_AMCA_1337123_1
CSMC/EE/ZONE10/2026/315
Open Tender
Miscellaneous Services
Percentage
30 days
TOWN HALL, CHHATRAPATI SAMBHAJINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
₹6,308
19 Sept 2026
9 Sept 2026
12 Sept 2026
9 Sept 2026
11 Sept 2026
9 Sept 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 |
|---|---|---|---|---|---|
| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Manual Means. (with prior permission of S.E.) .As Per SSR Item No. 2.11. | 90 | Cu.M | 124.77 | ₹11,229.3 |
| 2 | Dewatering 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). As Per SSR Item No. 12.23. | 560 | BHP Hour | 210.75 | ₹1,18,020 |
| 3 | Desilting the Supply Well, IntakeWell / HeadWorks, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M. and lead upto 1.50M. as required beyond the worksite, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. [Add. Beyond Initial Lift of 9.00 mtr. : Rs. 20.33 per Cu.M] As Per MJP 2021-22 | 244.17 | Cu.M | 780.08 | ₹1,90,469.33 |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material. As Per SSR Item No. 3.02. | 40.95 | Cu.M | 2,663.4 | ₹1,09,066.23 |
| 5 | Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing etc. Complete. As Per SSR 2022-23 Item No: Page No. 543 Sr. No. 47. Aggregates 6 mm nominal size. | 18.93 | Cu.M | 1,494.37 | ₹28,280.95 |
| 6 | Providing & Fixing Temporary Stage & Pendol (Mandap) With Mike and Speakers including tables & Chairs with Drinking water Jars For Ganpati Visarjan Well Area…..etc. complete. | 1 | Job Work | 40,000 | ₹40,000 |
| 7 | Preparation of entrance Kaman using m.s. structures, white welvet cloth and all necessary beautification as directed by Engineer in charge. [as per Sanction rate] | 8.55 | Sq.M | 100 | ₹855 |
| 8 | Providing and fixing MS Sheet and jungle wood ballies of approved species 85 mm average dia. for barakating on Rent Basis as directed by Engineer in-charge….etc. complete. As Per Market Rate / Sanction Rate. | 190 | RMT | 150 | ₹28,500 |
| 9 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. As Per SSR Item No.35.13. | 193.49 | Cu.M | 82.83 | ₹16,026.51 |
| 10 | Conveying 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.As Per SSR Item No. 2.25. | 334.17 | Cu.M | 264.45 | ₹88,370.3 |
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