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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-Finance | ₹20.0 L | L1 | Accepted-Finance BIDDER BID IS L1 |
| 2 | L2₹20.0 L+₹2,201 (0.11%)Rejected-Finance MARDI DIST MAN SATARA | PUNE | MAHARASHTRA | 412206 | ₹20.0 L+₹2,201 (0.11%) | L2 | Rejected-Finance BIDDER BID IS L2 |
| 3 | L3₹20.4 L+₹42,207 (2.11%)Rejected-Finance | ₹20.4 L+₹42,207 (2.11%) | L3 | Rejected-Finance BIDDER BID IS L3 |
| 4 | L4₹20.6 L+₹62,210 (3.11%)Rejected-Finance MARDI DIST MAN SATARA | PUNE | MAHARASHTRA | 412206 | ₹20.6 L+₹62,210 (3.11%) | L4 | Rejected-Finance BIDDER BID IS L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical WORKDONE NOT ATTACHED |
Tender Value
₹20.0 L
EMD Value
₹20,003
Closing Date
27 Mar 2026, 6:00 pmClosed
BLOCK DEVELOPMENT OFFICER PANCHAYAT SAMITI KHAND
PANCHAYAT SAMITI KHANDALA
CONSTRUCTION OF ROAD FROM AHIRE KHIND TO BICHUKALEMALA WASTI AT AHIRE TAL KHANDALA.
2026_SATAR_1288710_1
PSK/WSDK/2515/04/2025
Open Tender
Civil Works
Percentage
180 days
AHIRE
UNEMPLOYED ENGINEER
10 documents required · 10 mandatory
₹1,000
₹20,003
4 May 2026
20 Mar 2026
30 Mar 2026
20 Mar 2026
27 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 1Excavation 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 Mechanical Means. Item / Page No : 11 / 23 Specification No : MORTH-301 Spec. Page No : 45-53 | |||||
| 2Providing, 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 | |||||
| 3Providing, 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 | |||||
| 4Providing 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 | |||||
| 5Providing 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 Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21 | |||||
| 6Providing 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 : As per Item No 5 Spec. Page No : --- Additional Specifications : As per Item No 5 | |||||
| 7Providing 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 | |||||
| 8Excavation for catch / side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Item / Page No : 20 / 24 Specification No : MORTH-301, 309 Spec. Page No : 45-53, 85-89 | |||||
| 9 | 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 | - | Cubic Metre | 1 | - |
| 10Spreading 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 | |||||
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