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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.7 LAdmitted-Finance | +0.00% | ₹13.7 L | L1 | Admitted-Finance |
| 2 | L2₹14.0 L+₹30,870.01 (2.25%)Admitted-Finance NOT AVAILABLE | +2.25% | ₹14.0 L+₹30,870.01 (2.25%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical SHRI BHAGWAN RAMCHANDRA PATIL R A PACHERDE TA BHUDARGAD | SATARA | MAHARASHTRA | 412206 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹13.7 L
EMD Value
₹13,720
Closing Date
25 Aug 2026, 12:00 pmClosed
Executive Engineer (Works) Z P Kolhapur
Executive Engineer (Works) Z P Kolhapur
Construction Of Internal Road At- Atyal Tal- Gadhinglaj Dist Kolhapur (Hilly Area Development Plan 2025/26) (Pandurang Kusale To Mohitewadi and Anant Kusale L- 244 m,) W 3.00m (Lat- 16.202604 Long- 74.308492)
2026_KOLHA_1327103_4
E TENDER NOTICE NO 31/2026-27
Open Tender
Civil Works
Percentage
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹13,720
3 Sept 2026
11 Aug 2026
27 Aug 2026
11 Aug 2026
25 Aug 2026
11 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 | 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 / 28
Specification No : MORTH- 305.4.3
Spec. Page No : 72 | - | Square Metre | - | - |
| 2 | 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 | - | - |
| 3 | Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements) - 40 milimetre metal, by breaking boulders. (Hand broken).
Item / Page No : 57 / 346
Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge. 2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. | - | Cubic Metre | 1 | - |
| 4 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.
Item / Page No : 29a / 25
Specification No : MORTH-408
Spec. Page No : 139-142 | - | Cubic Metre | 1 | - |
| 5 | Supplying soft murum at the road site, including conveying and stacking, excetra complete.
Item / Page No : 29b / 25
Specification No : MORTH-408
Spec. Page No : 139-142 | - | Cubic Metre | - | - |
| 6 | Spreading 80 milimetre / 40 milimetre metal for road work including sectionong, excetra complete as directed by Engineer in charge.
Item / Page No : 58 / 346
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. | - | Cubic Metre | 1 | - |
| 7 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.
Item / Page No : 30 / 25
Specification No : MORTH-408
Spec. Page No : 139-142 | - | Cubic Metre | - | - |
| 8 | Compacting the sub grade / gravel / size metal (100 milimetre loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
Item / Page No : 61 / 346
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. | - | Square Metre | 1 | - |
| 9 | 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 | - | Square Metre | 1 | - |
| 10 | 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 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 applying tack coat of specified grade bitumen at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)
Item / Page No : 36a / 31
Specification No : IRC-SP-20
Spec. Page No : 215 | 1 | Square Metre | 1 | ₹1 |
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