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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAccepted-AOC | ₹40.4 L | L1 | Accepted-AOC Work Order |
| 2 | L2₹40.8 L+₹40,832.01 (1.01%)Rejected-Finance A P VADUJ TAL KHATAV DIST SATARA | SATARA | ₹40.8 L+₹40,832.01 (1.01%) | L2 | Rejected-Finance not lowest tender |
| 3 | L3₹41.6 L+₹1.2 L (3.01%)Rejected-Finance MARDI DIST MAN SATARA | PUNE | MAHARASHTRA | 412206 | ₹41.6 L+₹1.2 L (3.01%) | L3 | Rejected-Finance not lowest tender |
| 4 | Rejected-Technical 714 714 PLOT NO 19 FLAT NO 102 AYODHYANAGAR PUNE 411007 | PUNE | MAHARASHTRA | 411007 | - | - | Rejected-Technical Documents are not as per NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical Documents are not as per NIT |
Tender Value
₹40.4 L
EMD Value
₹40,428
Closing Date
6 Jan 2026, 5:00 pmClosed
BLOCK DEVELOPMENT OFFICER
PANCHAYAT SAMITI MAN
IMPROVEMENT METALLING AND BLACK TOPPING INTERNAL ROAD IN SHENAWADI TAL MAN DIST SATARA
2025_SATAR_1264040_1
2-2025
Open Tender
Civil Works
Percentage
330 days
SHENAWADI
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
₹40,428
30 Mar 2026
30 Dec 2025
8 Jan 2026
30 Dec 2025
6 Jan 2026
30 Dec 2025
Excavation for roadway in soft rock, 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 or stacking as directed. Item / Page No : 14 / 24 Specification No : MORTH-301 Spec. Page No : 45-53
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources) Item / Page No : 28 / 25 Specification No : MORTH-305 Spec. Page No : 63-77
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, 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-B (11.2 milimetre Aggregate) Item / Page No : 19 / 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 applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen set footed in bitumen boller on black topped surface 2.5 killogram per 10 square metre. (Using VG-30 bulk bitumen) Item / Page No : 30 / 30 Specification No : MORTH-503 Spec. Page No : 168-170
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 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
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
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