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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 CrAccepted-AOC TALEGAON PARALI VAIJINATH BEED | BEED | MAHARASHTRA | 413207 | ₹5.6 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹5.6 Cr+₹5.8 L (1.04%)Rejected-AOC TELGHANA POST GHATNANDUR DIST BEED OPP YOGESHWARI COLLEGE SAMARTH NAGAR AMBAJOGAI DIST BEED 431517 | BEED | MAHARASHTRA | 431517 | ₹5.6 Cr+₹5.8 L (1.04%) | L2 | Rejected-AOC Accepted |
| 3 | L3₹5.7 Cr+₹15.7 L (2.82%)Rejected-AOC | ₹5.7 Cr+₹15.7 L (2.82%) | L3 | Rejected-AOC Accepted |
| 4 | Not Admitted-Fee/PreQual/Technical PARALI V | PARBHANI | MAHARASHTRA | 431401 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹5.8 Cr
EMD Value
₹2.9 L
Closing Date
27 May 2026, 6:55 pmClosed
Executive Engineer P.W.D. Ambajogai
Executive Engineer P.W.D. Ambajogai
Improvement of Dabi Indapwadi Jalalpur Maralwadi Mandwa Road MDR-53 Km. 13/00 to 19/00 (Actual Km 13/00 to 18/700) Tq. Parali Dist.Beed
2026_PWR_1304560_4
Ambajogai_PWD_B_1_03_2026_27
Open Tender
Civil Works
Percentage
365 days
Parali
Pls refer tender document.
2 documents required · 2 mandatory
₹3,540
₹2.9 L
Chief Engineer, P.W.Region Ch. Sambhajinagar
16 Sept 2026
21 May 2026
29 May 2026
21 May 2026
27 May 2026
21 May 2026
25 May 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 Metre including removal and disposal of top organic soil not exceeding 150 mili metre in thickness. | - | One Square Metre | 12 | - |
| 2 | Excavation 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. | - | One Cubic Metre | 119 | - |
| 3 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | - | One Cubic Metre | 654.98 | - |
| 4 | Spreading hard murum/ soft murum/ gravel or kankar for side width complete | - | One Cubic Metre | 79 | - |
| 5 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etcetera complete. | - | One Square Metre | 21 | - |
| 6 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material | - | One Cubic Metre | 2,245.79 | - |
| 7 | 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 Materials to fill up 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 mm) Aggregate) | - | One Cubic Metre | 2,680.67 | - |
| 8 | Providing and constructing 75 mili metre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mili metre stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kilogram/Square Metre, spreading 12 mili metre size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne. to achieve the desired degree of compaction as per Technical Specification Clause 506 etcetera complete. Including picking of existing Water Bound Macadam surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | - | One Square Metre | 364.03 | - |
| 9 | Providing and constructing 75 mili metre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mili metre stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of specified grade @ 2 Kilogram / Square Metre, spreading 12 mili metre size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne. to achieve the desired degree of compaction as per Technical Specification Clause 506 etcetera complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kilogram Square metre on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | - | One Square Metre | 368.25 | - |
| 10 | Providing and constructing 50 mili metre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mili metre stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of specified grade @ 1.75 Kilogram / Square Metre, spreading 12 mili metre size chips compacting with Static roller having weight 8 to 10 Metric Tonne. to achieve the desired degree of compaction as per Technical Specification Clause 506 etcetera complete, including applying tack coat of bitumen of specified grade at the rate of 0.30 Kilogram Square metre(on existing bitumen surface.) | - | One Square Metre | 297.27 | - |
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