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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical TELGHANA POST GHATNANDUR DIST BEED OPP YOGESHWARI COLLEGE SAMARTH NAGAR AMBAJOGAI DIST BEED 431517 | BEED | MAHARASHTRA | 431517 | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.3 Cr
EMD Value
₹1.5 L
Closing Date
27 May 2026, 6:55 pmClosed
Executive Engineer P.W.D. Ambajogai
Executive Engineer P.W.D. Ambajogai
Improvement of Jodwadi Dhaswadi Ujani Pattiwadgaon Pimpri Road MDR-80 Km. 2/00 to 4/00 and 19/00 to 21/00 (Actual Km. 3/200 to 3/600 and 19/300 to 21/00) Tq. Ambajogai Dist.Beed.
2026_PWR_1304560_10
Ambajogai_PWD_B_1_03_2026_27
Open Tender
Civil Works
Percentage
365 days
Ambajogai
Pls refer tender document.
2 documents required · 2 mandatory
₹2,360
₹1.5 L
Superintending Engineer, P.W.C. Dharashiv
7 Jul 2026
21 May 2026
29 May 2026
21 May 2026
27 May 2026
21 May 2026
26 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 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | - | One Cubic Metre | 654.98 | - |
| 3 | Spreading hard murum/ soft murum/ gravel or kankar for side width complete | - | One Cubic Metre | 79 | - |
| 4 | 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 | - |
| 5 | 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 I (Using Screening Type B (11.2 mm) Aggregate) | - | One Cubic Metre | 2,772.19 | - |
| 6 | 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 | 2,772.19 | - |
| 7 | 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 | 370.95 | - |
| 8 | BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with Vehicle Tracking System (VTS), laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 80/100 mili metre compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per Indian Road Congress-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etcetera complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) | - | One Cubic Metre | 9,609.41 | - |
| 9 | Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 20 mili metre thickness composed of 13.2 mili metre to 5.6 mili metre aggregates premixed with bituminous binder transported to site with Vehicle Tracking System (VTS), laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) | - | One Square Metre | 239.23 | - |
| 10 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry Black Topped surface 3 Kilogram/10 Square metre (VG-30 bulk bitumen rates are considered to arrive at rates) | - | One Square Metre | 28.22 | - |
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