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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.0 LAccepted-AOC | ₹17.0 L | 1 | Accepted-AOC accept |
| 2 | 2₹17.3 L+₹33,947.21 (2.00%)Rejected-Finance | ₹17.3 L+₹33,947.21 (2.00%) | 2 | Rejected-Finance reject |
| 3 | 3₹17.5 L+₹50,920.82 (3.00%)Rejected-Finance | ₹17.5 L+₹50,920.82 (3.00%) | 3 | Rejected-Finance reject |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical MU PO NANDLAPUR TA KARAD DIST SATARA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹17.0 L
EMD Value
₹17,000
Closing Date
23 Mar 2026, 3:00 pmClosed
Additional Chief Executive Officer Z P Satara
Additional Chief Executive Officer Z P Satara
Improvement Road of Undale V R 269 to MDR 63, VR-269, Tal-Karad, Dist-Satara. ch.no.0/0 to 1/800
2026_SATAR_1287114_1
No/Works/South/A-1/ET/90/2026
Open Tender
Civil Works - Roads
Percentage
180 days
Undale V R 269 to MDR 63, VR-269
Qualified Unemployed Engineer
9 documents required · 9 mandatory
₹1,180
₹17,000
9 Sept 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 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 | 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 | 1 | Cubic Metre | 1 | ₹1 |
| 2 | 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 | 1 | Cubic Metre | - | - |
| 3 | 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 | - | Square Metre | 1 | - |
| 4Providing 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 | |||||
| 5Providing 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 | |||||
| 6Supplying 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 | |||||
| 7Spreading 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 | |||||
| 8Compacting 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 | |||||
| 9 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 milimetre thick premix carpet and seal coat as per Ministry of Road Transport and Highways specification clause numbers 3004.1 and 3004.2.
Item / Page No : 8 / 75
Specification No : MORTH-3004.1, 3004.2
Spec. Page No : 791, 792-793 | 1 | Square Metre | - | - |
| 10Maintenance of hume pipe culvert by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing, excetra complete. Item / Page No : 13 / 76 Additional Specifications : The work shall be carried out as per the instructions of Engineer In-Charge. | |||||
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