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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.4 LAccepted-Finance MU PACHADE PO KARDAWADI TA BHUDARGAD DIST KOLHAPUR 426209 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 426209 | ₹63.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹66.9 LRejected-Finance NOT AVAILABLE | ₹66.9 L | L2 | Rejected-Finance L2 |
| 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
₹63.4 L
EMD Value
₹63,432
Closing Date
16 Jan 2026, 11:00 amClosed
Executive Engineer (Works) Z.P.Kolhapur
Executive Engineer (Works) Z.P.Kolhapur
Improvement to MDR No 29 to Piral Paikki Dubalwadi Jondhalewadi Road VR No 82 Km 1/500 to 2/505 Taluka Radhanagari Dist Kolhapur ( Under 3054 Fund)
2026_KOLHA_1267563_6
E TENDER NOTICE NO 87/2025-26
Open Tender
Civil Works
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹12,000
₹63,432
1 Jun 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
16 Jan 2026
9 Jan 2026
Labour charges for removing grass, thorney shurbs, Jungli shurb, Kubabhul and alike grass along roadside making the ground clean by showel and phavaras, excetra complete. Item / Page No : 33 / 157 Additional Specifications : The work shall be done as per instructions of Engineer in charge.
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 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. Item / Page No : 11 / 23 Specification No : MORTH-301 Spec. Page No : 45-53
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 / 29 Specification No : MORTH-401, 402, 404, 902, 112 Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21
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 / 29 Specification No : MORTH-401, 402, 404, 902, 112 Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21
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 / 31 Specification No : IRC-SP-20 Spec. Page No : 215
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 / 36 Specification No : MORTH-501, 510, 511, 902, 903, 112 Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21
Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete. Item / Page No : 1 / 35 Specification No : MORTH-511 Spec. Page No : 149-162, 205-207, 198-205, 417-421, 19-21
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
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
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete. Item / Page No : 31 / 25 Specification No : MORTH-408 Spec. Page No : 139-142
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
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
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 600 milimetre diameter in proper line, level and slope excetra complete. (using ARTIFICIAL SAND). Item / Page No : 14 / 82 Specification No : CD.7 Spec. Page No : 162
Add 18 % for GST Non-Dsr Item Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
Add 1 % for GST Non-Dsr Item Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
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