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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹31.7 LAccepted-AOC | ₹31.7 L | 1 | Accepted-AOC Accept |
| 2 | 2₹32.4 LRejected-Finance | ₹32.4 L | 2 | Rejected-Finance Reject |
| 3 | 3₹33.0 LRejected-Finance | ₹33.0 L | 3 | Rejected-Finance Reject |
Tender Value
₹31.7 L
EMD Value
₹31,800
Closing Date
22 Dec 2025, 3:00 pmClosed
Additional Chief Executive Officer Z P Satara
Additional Chief Executive Officer Z P Satara
Improvements to Yelewadi Lotalewadi Maskarwadi Road (VR-356), Ch 0/000 to 4/000 (3054) 2025-26
2025_SATAR_1259625_2
No/Works/South/A-1/ET/67/2025
Open Tender
Civil Works - Roads
180 days
Yelewadi Lotalewadi Maskarwadi Road
Qualified Unemployed Engineer
9 documents required · 9 mandatory
₹1,180
₹31,800
30 Jan 2026
15 Dec 2025
23 Dec 2025
15 Dec 2025
22 Dec 2025
15 Dec 2025
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 50 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 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with 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 bitumen of specified grade at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen) Item / Page No : 38a / 32 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
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
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 erecting a "W" metal beam crash barrier comprising of 3 milimetre thick corrugated sheet metal beam rail, 70 centimetre above road / ground level, fixed on Indian Standard Medium Channel series channel vertical post, 150 milimetre X 75 milimetre X 5 milimetre spaced 2 metre center to centre, 1.8 metre high, 1.1 metre below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to Indian Standard 1367 and Indian Standard 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 milimetre X 75 milimetre X 5 milimetre, 330 milimetre long complete as per clause number 810. Item / Page No : 30 / 73 Specification No : MORTH-810 Spec. Page No : 361-364
Providing and laying of hot applied thermoplastic compound 2.5 milimetre thick including reflectorizing glass beads at the rate of 250 grams per square metre area, thickness of 2.5 milimetre is exclusive of surface applied glass beads as per Indian Road Congress : 35. The finished surface to be level, uniform and free from streaks and holes complete. Item / Page No : 12a / 48 Specification No : MORTH-805.1 Spec. Page No : ---
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
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
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
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
tech_bid_open.pdf
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