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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC MU PO BHADGAV TA GADHINGLAJ DIST KOLHAPUR MAHARASHTRA | GADHINGLAJ | KOLHAPUR | MAHARASHTRA | ₹19.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.8 L+₹24,395 (1.25%)Rejected-Finance | ₹19.8 L+₹24,395 (1.25%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Withdrawal of Bid |
Tender Value
₹19.5 L
EMD Value
₹19,517
Closing Date
1 Jun 2026, 11:00 amClosed
Executive Engineer (Works) Z P Kolhapur
Executive Engineer (Works) Z P Kolhapur
S.T.B.T. road from chalobawadi to taluka boundry -vr 78 -0/00 to 1/00 tal- ajara (FDR 2025/26)
2026_KOLHA_1303682_17
E TENDER NOTICE NO 09/2026-27
Open Tender
Civil Works
Percentage
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹19,517
12 Aug 2026
18 May 2026
2 Jun 2026
18 May 2026
1 Jun 2026
18 May 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 catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils.
Item / Page No : 18 / 24
Specification No : MORTH-301, 309
Spec. Page No : 45-53, 85-89 | - | Cubic Metre | - | - |
| 2 | Picking the road surface including sectioning, excetra complete. (Black topped surface)
Item / Page No : 33 / 25
Specification No : MORTH-501
Spec. Page No : 208 | - | Square Metre | 1 | - |
| 3 | Scarifying the existing granular road surface to a depth of 50 milimetre and disposal of scarified material within all lifts and leads upto 1000 metres.
Item / Page No : 9 / 27
Specification No : MORTH- 305.4.3
Spec. Page No : 72 | - | Square Metre | - | - |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill 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 milimetre Aggregate)
Item / Page No : 18 / 27
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21 | - | Cubic Metre | - | - |
| 5 | 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 material to fill 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 milimetre Aggregate)
Item / Page No : 20 / 27
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21 | - | Cubic Metre | - | - |
| 6 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.
Item / Page No : 29a / 24
Specification No : MORTH-408
Spec. Page No : 139-142 | - | Cubic Metre | 1 | - |
| 7 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.
Item / Page No : 30 / 24
Specification No : MORTH-408
Spec. Page No : 139-142 | - | Cubic Metre | - | - |
| 8 | Compacting the hard murum / kankar (upto 200 milimetre loose) with power roller including artificial watering complete.
Item / Page No : 26aiii / 130
Specification No : RD.38
Spec. Page No : 210 | 1 | Square Metre | 1 | ₹1 |
| 9 | Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade at the rate of 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)
Item / Page No : 35a / 29
Specification No : IRC-SP-20
Spec. Page No : 215 | - | Square Metre | 1 | - |
| 10 | Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant with Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface)
Item / Page No : 12 / 33
Specification No : MORTH-501, 510, 511, 902, 903, 112
Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21 | - | Square Metre | - | - |
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