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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-Finance MILKAT NO 153 PADALI STATION KOREGAON TA KOREGAON JI SATARA MAHARASHTRA | KOREGAON | SATARA | MAHARASHTRA | ₹16.1 L | L1 | Accepted-Finance BIDDER BID IS L1 |
| 2 | L2₹16.5 L+₹34,873 (2.16%)Rejected-Finance | ₹16.5 L+₹34,873 (2.16%) | L2 | Rejected-Finance BIDDER BID IS L2 |
| 3 | L3₹16.6 L+₹51,017 (3.17%)Rejected-Finance | ₹16.6 L+₹51,017 (3.17%) | L3 | Rejected-Finance BIDDER BID IS L3 |
| 4 | L4₹16.7 L+₹54,246 (3.37%)Rejected-Finance | ₹16.7 L+₹54,246 (3.37%) | L4 | Rejected-Finance BIDDER BID IS L4 |
| 5 | L5₹16.9 L+₹80,078 (4.97%)Rejected-Finance | ₹16.9 L+₹80,078 (4.97%) | L5 | Rejected-Finance BIDDER BID IS L5 |
Tender Value
₹16.1 L
EMD Value
₹16,145
Closing Date
5 May 2026, 6:00 pmClosed
BLOCK DEVELOPMENT OFFICER PANCHAYAT SAMITI KHAND
PANCHAYAT SAMITI KHANDALA
IMPROVEMENT ST AND BT ON ROAD TOWORDS VARDAYINI MATA AT BHADE
2026_SATAR_1296436_1
PSK/WSDK/JANASU/07A/2025-26
Open Tender
Civil Works
Percentage
180 days
BHADE
MAJOOR SAHAKARI SANSTHA
10 documents required · 10 mandatory
₹1,000
₹16,145
Yes
21 Jul 2026
21 Apr 2026
7 May 2026
21 Apr 2026
5 May 2026
21 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 |
|---|---|---|---|---|---|
| 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 | |||||
| 2 | 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 | - | Running Metre | 1 | - |
| 3 | 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 |
| 4 | 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 | - | - |
| 5Providing 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 | |||||
| 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 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 | - | Square Metre | 1 | - |
| 7 | 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 | - | Square Metre | 1 | - |
| 8 | 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 | - |
| 9Spreading 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 | |||||
| 10Compacting 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 | |||||
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