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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-Finance SR NO 103 GANDHI NAGAR YERAWADA PUNE PUNE MAHARASHTRA INDIA 411006 | PUNE | MAHARASHTRA | 411006 | ₹15.7 L | L1 | Accepted-Finance VALID |
| 2 | L2₹16.4 L+₹73,581.41 (4.70%)Accepted-Finance | ₹16.4 L+₹73,581.41 (4.70%) | L2 | Accepted-Finance VALID |
| 3 | L3₹17.2 L+₹1.6 L (9.95%)Accepted-Finance ATPADI TAL ATPADI DIST SANGLI MAHARASHTRA | ATPADI | SANGLI | MAHARASHTRA | ₹17.2 L+₹1.6 L (9.95%) | L3 | Accepted-Finance VALID |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹16.4 L
EMD Value
₹17,000
Closing Date
30 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER B and C Z. P. SANGLI
EXECUTIVE ENGINEER B and C Z. P. SANGLI
02 IMPRO TO ODR 154 BALEWADI DEWARAS WASTI VR 187 CH 0.000 TO 1.400 AT BALEWADI TAL ATPADI
2026_SANGL_1295193_2
01/2026-2027
Open Tender
Civil Works
Percentage
180 days
SANGLI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹17,000
25 Aug 2026
15 Apr 2026
4 May 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | per Cubic Metre | - | - |
| 2 | 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 | - | per Cubic Metre | - | - |
| 3 | 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 | - | per Cubic Metre | - | - |
| 4 | 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 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, Excluding applying tack coat of specified grade bitumen at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)
Item / Page No : 36a / 31
Specification No : IRC-SP-20, MORTH-503
Spec. Page No : 215, 168-170 | - | per Square Metre | - | - |
| 5 | 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 | - | per Square Metre | - | - |
| 6 | 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, MORTH-503, MORTH-511
Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21, 168-170, 149-162, 205-207, 198-205, 417-421, 19-21 | - | per Square Metre | - | - |
| 7 | 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 | - | per Cubic Metre | - | - |
| 8 | 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 | - | per Cubic Metre | - | - |
| 9 | 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 | - | per Square Metre | - | - |
| 10 | 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 | - | per Running Metre | - | - |
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