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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.0 LAccepted-AOC 714 714 PLOT NO 19 FLAT NO 102 AYODHYANAGAR PUNE 411007 | PUNE | MAHARASHTRA | 411007 | ₹18.0 L | 1 | Accepted-AOC Work Order |
| 2 | 2₹18.9 L+₹90,123.07 (5.00%)Rejected-Finance MU PO PADALI TA KHANDALA DIST SATARA MAHARASHTRA | PADALI | SATARA | MAHARASHTRA | ₹18.9 L+₹90,123.07 (5.00%) | 2 | Rejected-Finance Reject |
| 3 | 3₹19.0 L+₹99,736.20 (5.53%)Rejected-Finance PUNE MAHARASHTRA | PUNE | MAHARASHTRA | 410301 | ₹19.0 L+₹99,736.20 (5.53%) | 3 | Rejected-Finance Reject |
| 4 | 4₹20.7 L+₹2.6 L (14.7%)Rejected-Finance | ₹20.7 L+₹2.6 L (14.7%) | 4 | Rejected-Finance Reject |
| 5 | 5₹21.1 L+₹3.0 L (16.9%)Rejected-Finance | ₹21.1 L+₹3.0 L (16.9%) | 5 | Rejected-Finance Reject |
Tender Value
₹20.0 L
EMD Value
₹23,597
Closing Date
24 Nov 2025, 5:00 pmClosed
Additional Chief Executive Officer Z P Satara
Additional Chief Executive Officer Z P Satara
IMPROVEMENT TO MHS -15 To RAJEWADI TO VADAWADI HARTALWADI TO BHOR PUNE ROAD VR-2 TAl-KHANDALA
2025_SATAR_1246655_13
Works/North/A-8/3054/08/25-26
Open Tender
Civil Works
Percentage
180 days
IMPROVEMENT TO MHS -15 To RAJEWADI TO VADAWADI HAR
open
9 documents required · 9 mandatory
₹1,000
₹23,597
28 Jul 2026
17 Nov 2025
25 Nov 2025
17 Nov 2025
24 Nov 2025
17 Nov 2025
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 Manual Means Item / Page No : 10 / 23 Specification No : MORTH-301 Spec. Page No : 45-53
Picking the road surface including sectioning, excetra complete. (Black topped surface) Item / Page No : 33 / 25 Specification No : MORTH-501 Spec. Page No : 208
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 picking of existing water bound macadam surface. (Using VG-30 bulk bitumen) Item / Page No : 37a / 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
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
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
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 Metal below 40 milimetre 1 Test per 200.00 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 Hard Murrm 1 Test per 200.00 Cubic Metre
Liquid Limit and Plastic Limit for Hard Murum 1 Test per 250.00 Cubic Metre
Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70) 1 Test per 10.00 Metric Ton
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 200.00 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 Mix Material / Crushed Metal 1 Test per 200.00 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
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Tendernotice_1.pdf
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BOQ_2149781.xls
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b1.pdf
Tender Documents • 4.13 MB
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