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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 CrAccepted-AOC 802 IMPRESSA RISE 8 AMBAZARI ROAD OPP LAD COLLEGE SHIVAJI NAGAR NAGPUR 440010 | NAGPUR | MAHARASHTRA | 440010 | L1 | Accepted-AOC Accept | |
| 2 | L2₹17.7 Cr+₹1.2 Cr (7.17%)Rejected-AOC | L2 | Rejected-AOC Accept | |
| 3 | L3₹18.1 Cr+₹1.6 Cr (9.72%)Rejected-AOC MINAKSHI SADAN NEW CONGRESS NAGAR AMARAVATI | AMARAVATI | CHANDRAPUR | MAHARASHTRA | 442401 | L3 | Rejected-AOC Accept | |
| 4 | L4₹18.2 Cr+₹1.7 Cr (10.4%)Rejected-AOC 00 BALOD CHIKHLAKASA WARD NO 03 DALLI ROAD DURG CHHATTISGARH 491228 | BALOD | CHHATTISGARH | 491228 | L4 | Rejected-AOC Accept | |
| 5 | L5₹18.8 Cr+₹2.3 Cr (13.7%)Rejected-AOC SP SADAN BEHIND CHOTI MASJID GANDHI CHOWK SADAR NAGPUR 440001 | NAGPUR | NAGPUR | MAHARASHTRA | 440001 | L5 | Rejected-AOC Accept |
| Sl No | Description | Qty | Unit | M/s G M Kothari L8 | Oberoi Constructions L10 | SADIQ AND COMPANY L9 | J P ENTERPRISES L1 | m/s g.h.khandelwal L3 | N. N. Pugalia L5 | M/s Rajendra Singh Kiledar Constructions PVT.LTD. Bettul (M.P.) L7 | Triconnect Infra Pvt Ltd L6 | M/S Aditya Construction Company L4 | YASHPAL DAYARAM SHARMA L11 | Ajaydeep Infracon Pvt Ltd L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Improvement to remaining length of Walgaon Revsa Kathora Nandgaon Peth from SH-47 to NH-6 in Amravati,Dist.Amravati.SH-47 KM.226/300 to 229/050 | ||||||||||||||
| 2.00 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 4,455 | One cubic metre | 100 ₹4,45,500 | 123.9 ₹5,51,974.5 | 121.38 ₹5,40,747.9 | 100 ₹4,45,500 | 109.65 ₹4,88,477.39 | 114 ₹5,07,870 | 100 ₹4,45,500 | 116.62 ₹5,19,542.1 | 85 ₹3,78,675 | 129.8 ₹5,78,259 | 30 ₹1,33,650 Lowest |
| 3.00 | 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 50m. and spreading for embankment or stacking as directed. | 10,395 | One cubic metre | 100 ₹10,39,500 | 124.43 ₹12,93,449.85 | 121.38 ₹12,61,745.1 | 100 ₹10,39,500 | 109.65 ₹11,39,780.57 | 114 ₹11,85,030 | 100 ₹10,39,500 | 116.62 ₹12,12,264.9 | 85 ₹8,83,575 | 130.35 ₹13,54,988.25 | 30 ₹3,11,850 Lowest |
| 4.00 | Watering and Compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. | 7,425 | One cubic metre | 30 ₹2,22,750 | 32.66 ₹2,42,500.5 | 32.13 ₹2,38,565.25 | 75 ₹5,56,875 | 29.02 ₹2,15,503.2 Lowest | 30 ₹2,22,750 | 91 ₹6,75,675 | 30.87 ₹2,29,209.75 | 70 ₹5,19,750 | 34.21 ₹2,54,009.25 | 45 ₹3,34,125 |
| 5.00 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
Km.227 | 2,730 | One cubic metre | 1,200 ₹32,76,000 | 1,161.3 ₹31,70,349 | 1,129.29 ₹30,82,961.7 | 100 ₹2,73,000 Lowest | 1,020.13 ₹27,84,949.44 | 1,066 ₹29,10,180 | 150 ₹4,09,500 | 1,085.01 ₹29,62,077.3 | 830 ₹22,65,900 | 1,216.6 ₹33,21,318 | 315 ₹8,59,950 |
| 6.00 | Km.228 | 3,900 | One cubic metre | 1,200 ₹46,80,000 | 1,149.75 ₹44,84,025 | 1,116.19 ₹43,53,141 | 100 ₹3,90,000 Lowest | 1,008.29 ₹39,32,323.2 | 1,066 ₹41,57,400 | 150 ₹5,85,000 | 1,072.41 ₹41,82,414.6 | 830 ₹32,37,000 | 1,204.5 ₹46,97,550 | 315 ₹12,28,500 |
| 7.00 | Km.229 | 3,900 | One cubic metre | 1,200 ₹46,80,000 | 1,136.1 ₹44,30,790 | 1,101.86 ₹42,97,254 | 100 ₹3,90,000 Lowest | 995.34 ₹38,81,833.8 | 1,066 ₹41,57,400 | 150 ₹5,85,000 | 1,058.65 ₹41,28,715.5 | 830 ₹32,37,000 | 1,190.2 ₹46,41,780 | 315 ₹12,28,500 |
| 8.00 | Km.230 | 195 | One cubic metre | 1,200 ₹2,34,000 | 1,119 ₹2,18,205 | 1,086.2 ₹2,11,809 | 100 ₹19,500 Lowest | 981.2 ₹1,91,333.81 | 1,066 ₹2,07,870 | 150 ₹29,250 | 1,043.6 ₹2,03,502.39 | 830 ₹1,61,850 | 1,172.6 ₹2,28,657 | 315 ₹61,425 |
| 9.00 | Providing granular sub base (drainage layer) by coarse graded materials confirming tograding-II of Table-400-2 of MORT & H in50:30:20 proportion of 40 mm, 20 mm crusher broken metal and crusher sand respectively, spreading on prepared surface, mixing by mix in place method at OMC and compacting to achieve the desired density etc. complete as per clause 401 for grading-II material etc complete.
Km.227 | 1,680 | One cubic metre | 1,850 ₹31,08,000 | 1,975.8 ₹33,19,344 | 1,919.33 ₹32,24,474.4 | 1,800 ₹30,24,000 | 1,733.8 ₹29,12,780.64 | 1,797 ₹30,18,960 | 1,600 ₹26,88,000 | 1,844.07 ₹30,98,037.6 | 2,100 ₹35,28,000 | 2,069.87 ₹34,77,381.6 | 900 ₹15,12,000 Lowest |
| 10.00 | Km.228 | 2,400 | One cubic metre | 1,850 ₹44,40,000 | 1,957.73 ₹46,98,552 | 1,901.79 ₹45,64,296 | 1,800 ₹43,20,000 | 1,717.95 ₹41,23,080 | 1,781 ₹42,74,400 | 1,600 ₹38,40,000 | 1,827.21 ₹43,85,304 | 2,100 ₹50,40,000 | 2,050.95 ₹49,22,280 | 900 ₹21,60,000 Lowest |
Tender Value
₹19.6 Cr
EMD Value
₹10.1 L
Closing Date
19 May 2025, 6:55 pmClosed
Executive Engineer PWD Amravati.
Executive Engineer PWD Amravati.
Improvement to remaining length of Walgaon Revsa Kathora Nandgaon Peth SH-47 to NH-6 in Distt. Amravati.SH-47 Km.226/300 to 229/050
2025_PWR_1178412_1
PWD/AMT/2025-26/4/1
Open Tender
Civil Works
Item Rate
400 days
Amravati.
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹10.1 L
Chief Engineer P.W. Region, Amravati.
6 Feb 2026
9 May 2025
21 May 2025
9 May 2025
19 May 2025
9 May 2025
14 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Improvement to remaining length of Walgaon Revsa Kathora Nandgaon Peth from SH-47 to NH-6 in Amravati,Dist.Amravati.SH-47 KM.226/300 to 229/050 | - | - | - | - |
| 2 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 4,455 | One cubic metre | - | - |
| 3 | 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 50m. and spreading for embankment or stacking as directed. | 10,395 | One cubic metre | - | - |
| 4 | Watering and Compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. | 7,425 | One cubic metre | - | - |
| 5 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
Km.227 | 2,730 | One cubic metre | - | - |
| 6 | Km.228 | 3,900 | One cubic metre | - | - |
| 7 | Km.229 | 3,900 | One cubic metre | - | - |
| 8 | Km.230 | 195 | One cubic metre | - | - |
| 9 | Providing granular sub base (drainage layer) by coarse graded materials confirming tograding-II of Table-400-2 of MORT & H in50:30:20 proportion of 40 mm, 20 mm crusher broken metal and crusher sand respectively, spreading on prepared surface, mixing by mix in place method at OMC and compacting to achieve the desired density etc. complete as per clause 401 for grading-II material etc complete.
Km.227 | 1,680 | One cubic metre | - | - |
| 10 | Km.228 | 2,400 | One cubic metre | - | - |
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