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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.0 LAccepted-AOC | ₹16.0 L | 1 | Accepted-AOC Work Order |
| 2 | 2₹16.6 L+₹57,041.12 (3.56%)Rejected-Finance | ₹16.6 L+₹57,041.12 (3.56%) | 2 | Rejected-Finance Reject |
| 3 | 3₹16.8 L+₹79,953.71 (4.99%)Rejected-Finance AT KAMTHI POST VELE TAL DIST SATARA SATARA 415022 | SATARA | SATARA | MAHARASHTRA | 415022 | ₹16.8 L+₹79,953.71 (4.99%) | 3 | Rejected-Finance Reject |
Tender Value
₹16.0 L
EMD Value
₹18,876
Closing Date
20 Jan 2026, 5:00 pmClosed
Additional Chief Executive Officer Z P Satara
Additional Chief Executive Officer Z P Satara
CONSTRUCTION OF ST BT ROAD VR 269 ALJAPUR BIBI VADGAON DHAVAL TO SH 147 CH 12/500 TO 13/800 TAL-PHALTAN
2026_SATAR_1268595_1
Works/North/A-8/3054/9/25-26
Open Tender
Civil Works
Percentage
180 days
CONSTRUCTION OF ST BT ROAD VR 269 ALJAPUR BIBI VA
Registered Qualified unemployed Engineers
9 documents required · 9 mandatory
₹1,000
₹18,876
25 Aug 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
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
Picking the road surface including sectioning, excetra complete. (Water bound macadam road surface) Item / Page No : 32 / 25 Specification No : MORTH-404 Spec. Page No : ---
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 without 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, MORTH-503 Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21, 168-170
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
Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 450 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND). Item / Page No : 8 / 81 Specification No : CD.7 Spec. Page No : 162
Viscosity Test for Asphalt VG-30 (Grade 60/70) 1 Test per 10.00 Metric Ton
Ductility / Elastic Recovery for Asphalt VG-30 (Grade 60/70) 1 Test per 10.00 Metric Ton
Sieve Analysis Test for Metal 40 milimetre and above (Hand Broken) 1 Test per 100.00 Cubic Metre
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Hand Broken) 1 Test per Source
Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Hand Broken) 1 Test per Source
Sieve Analysis Test for Metal below 40 milimetre 1 Test per 100.00 Cubic Metre
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre 1 Test per Source
Flekiness Index / Elongation Index Test for Metal below 40 milimetre 1 Test per Source
Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken) 1 Test per 100.00 Cubic Metre
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Crusher Broken) 1 Test per Source
Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Crusher Broken) 1 Test per Source
Sieve Analysis Test for Mix Material / Crushed Metal 1 Test per 100.00 Cubic Metre
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Mix Material / Crushed Metal 1 Test per Source
Flekiness Index / Elongation Index Test for Mix Material / Crushed Metal 1 Test per Source
Extraction Test for Mix Material (OGC) 2 Test per 500.00 Cubic Metre
Sieve Analysis Test for Hard Murrm 1 Test per 100.00 Cubic Metre
Liquid Limit and Plastic Limit for Hard Murum 1 Test per 250.00 Cubic Metre
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