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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | -0.20% | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
Tender Value
₹2.1 Cr
EMD Value
₹1.5 L
Closing Date
12 Aug 2026, 6:00 pmClosed
EE Minor irrigation Div No. 1 Chh. Sambjhajinagar
EE Minor irrigation Div No. 1 Chh. Sambjhajinagar
Construction Of Approch Road for Pump House of BLI Part-I Stage-I At Bramhagavan Tq.Paithan Dist. Chhatrapati Sambhajinagar
2026_CCCA_1325068_1
E tender/Notice 04/2026-27
Open Tender
Civil Works
Percentage
365 days
Paithan
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,360
₹1.5 L
16 Sept 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
5 Aug 2026 - 8 Aug 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 | Item No. :- 1 | - | - | - | - |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 15,750 | Sqm | 12 | ₹1,89,000 |
| 3 | Item No. :- 2 | - | - | - | - |
| 4 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) | 6,150 | Cum | 977 | ₹60,08,550 |
| 5 | Item No. :- 3 | - | - | - | - |
| 6 | 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 -- By Mix in Place Method and Grading - I Material | 2,250 | Cum | 2,449.6 | ₹55,11,600 |
| 7 | Item No. :- 4 | - | - | - | - |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) | 937.5 | Cum | 2,979.35 | ₹27,93,140.63 |
| 9 | Item No. :- 5 | - | - | - | - |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | 937.5 | Cum | 2,926.25 | ₹27,43,359.38 |
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Volume1_BLI_Road.pdf
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BOQ_2269544.xls
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