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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.5 LAccepted-Finance | L1 | Accepted-Finance BEING LOWEST BIDDER | |
| 2 | L2₹33.3 L+₹1.9 L (5.89%)Rejected-Finance 00 JAI BHAWANI COMPLEX MAIN ROAD SADAR WARD JAGDALPUR BASTAR CHHATTISGARH 494001 UDYAM CG 01 0003803 | BASTAR | CHHATTISGARH | 494001 | L2 | Rejected-Finance BEING LOWEST REASONABLE BIDDER | |
| 3 | L3₹43.4 L+₹11.9 L (37.9%)Rejected-Finance MILITARY ENGINEER SERVICES GARRISON ENGINEER EAST JABALPUR 482 011 | L3 | Rejected-Finance BEING LOWEST REASONABLE BIDDER | |
| 4 | L4₹44.0 L+₹12.6 L (39.9%)Rejected-Finance MANEGAON CHAMPANAGAR KHAMARIA JABALPUR 482005 MP | JABALPUR | JABALPUR | MP | 482005 | L4 | Rejected-Finance BEING LOWEST REASONABLE BIDDER | |
| 5 | L5₹46.7 L+₹15.2 L (48.3%)Rejected-Finance 00 PANCHARIYA NEAR SANTOSHI MATA TEMPLE MAHARASHI GOUTAM MARG NEW LINE GANGASHAHAR BIKANER BIKANER BIKANER RAJASTHAN 334401 | BIKANER | RAJASTHAN | 334401 | L5 | Rejected-Finance BEING LOWEST REASONABLE BIDDER |
| Sl No | Description | Qty | Unit | ASHOKA ASSOCIATES L4 | M K ENTERPRISES L5 | deepak kumar vishwakarma L3 | sanjay enterprises L2 | M/S INDIA ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water,scoring sunken surfaces in raods, apths, etc. cutting arounds edges to at least 25mm in depth, kaing good by filling in screened & graded road metal, watering and well ramming (including supply of raod metal) all as specified and directed. | 1 | X SQM | 3,850 ₹3,850 | 3,900 ₹3,900 | 4,000 ₹4,000 | 6,000 ₹6,000 | 1,730 ₹1,730 Lowest |
| 2.00 | Scarifying or picking gravelled,macadam or bituminious macadam surfaces in area not exc 400 Sqm & n exc 50mm deep all as specified and directed. | 13 | X SQM | 1,580 ₹20,540 | 1,600 ₹20,800 | 2,899 ₹37,687 | 1,050 ₹13,650 | 298 ₹3,874 Lowest |
| 3.00 | M&L for Applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre (Paving bitumen) complete all as specified and directed. | 535 | X SQM | 1,250 ₹6,68,750 | 1,500 ₹8,02,500 | 1,398 ₹7,47,930 | 900 ₹4,81,500 | 298 ₹1,59,430 Lowest |
| 4.00 | M&L for Applying evenly a priming/ tack coat with bituminous primer at 10 kg per 10 sq metre (Paving bitumen) complete all as specified and directed. | 13 | X SQM | 2,200 ₹28,600 | 2,600 ₹33,800 | 2,099 ₹27,287 | 2,100 ₹27,300 | 588 ₹7,644 Lowest |
| 5.00 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.complete all as specified and directed. | 535 | X SQM | 540 ₹2,88,900 | 550 ₹2,94,250 | 559 ₹2,99,065 | 200 ₹1,07,000 Lowest | 246 ₹1,31,610 |
| 6.00 | M&L for Premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note :(i) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) with the following Constraints:- Aggregate passing 26.5 mm IS Sieve -100 % Aggregate passing13.20 mm IS Sieve -60% to 80% Aggregate passing 4.75 mm IS Sieve -20% to 30% Aggregate passing 2.36 mm IS Sieve -5% to 10% | 30 | Cum | 4,200 ₹1,26,000 | 4,500 ₹1,35,000 | 4,099 ₹1,22,970 Lowest | 14,200 ₹4,26,000 | 14,260 ₹4,27,800 |
| 7.00 | M&L for bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradient complete with 8 to 10 tone power roller to required compaction complete all as specified and directed.
Note :(i) Design Mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. (ii) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) with the following Constraints:- Aggregate passing 13.2 mm IS Sieve -100 % Aggregate passing 5.60 mm IS Sieve -40% to 50% Aggregate passing 2.8 mm IS Sieve -30%to 35% Note for item No. 2 & 5: Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 40/- per kg of bitumen (less consumed) shall be applied on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. | 535 | X SQM | 5,200 ₹27,82,000 | 5,300 ₹28,35,500 | 5,050 ₹27,01,750 | 3,400 ₹18,19,000 Lowest | 3,499 ₹18,71,965 |
| 8.00 | Demolition of concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed. | 30 | Cum | 520 ₹15,600 | 550 ₹16,500 | 550 ₹16,500 | 500 ₹15,000 Lowest | 1,100 ₹33,000 |
| 9.00 | M&L 100 mm thick PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in Sub basefinish the cement concrete surfaces complete all as specified and directed. | 190 | Sqm | 350 ₹66,500 Lowest | 400 ₹76,000 | 379 ₹72,010 | 450 ₹85,500 | 515 ₹97,850 |
| 10.00 | M&L 100 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate laid in panel finished even and smooth with using extra cement as in flooring complete all as specified and directed. | 110 | Sqm | 500 ₹55,000 Lowest | 600 ₹66,000 | 550 ₹60,500 | 650 ₹71,500 | 625 ₹68,750 |
Tender Value
₹23.7 L
EMD Value
₹47,500
Closing Date
1 Apr 2026, 6:00 pmClosed
CWE JABALPUR
HQ COMMANDER WORKS ENGINEER, SUPPLY MARG, P B NO. 54, JABALPUR - 482001
SPECIAL REPAIRS TO ROAD NEAR BLDG NO P-34 TO P-35, P-28 TO P-37 GATE NO. 01 TO GATE NO. 02 AND OTHER SERVICE ROAD NEAR BY P-20 AT NAYA RAIPUR MILITARY STATION
2025_MES_738113_3
86071/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
NAYA RAIPUR
As per NIT
7 documents required · 7 mandatory
₹500
AGE (I) RAIPUR
₹47,500
Yes
7 Aug 2026
11 Mar 2026
8 Apr 2026
11 Mar 2026
1 Apr 2026
18 Mar 2026
11 Mar 2026 - 17 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water,scoring sunken surfaces in raods, apths, etc. cutting arounds edges to at least 25mm in depth, kaing good by filling in screened & graded road metal, watering and well ramming (including supply of raod metal) all as specified and directed. | 1 | X SQM | - | - |
| 2 | Scarifying or picking gravelled,macadam or bituminious macadam surfaces in area not exc 400 Sqm & n exc 50mm deep all as specified and directed. | 13 | X SQM | - | - |
| 3 | M&L for Applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre (Paving bitumen) complete all as specified and directed. | 535 | X SQM | - | - |
| 4 | M&L for Applying evenly a priming/ tack coat with bituminous primer at 10 kg per 10 sq metre (Paving bitumen) complete all as specified and directed. | 13 | X SQM | - | - |
| 5 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.complete all as specified and directed. | 535 | X SQM | - | - |
| 6 | M&L for Premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note :(i) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) with the following Constraints:- Aggregate passing 26.5 mm IS Sieve -100 % Aggregate passing13.20 mm IS Sieve -60% to 80% Aggregate passing 4.75 mm IS Sieve -20% to 30% Aggregate passing 2.36 mm IS Sieve -5% to 10% | 30 | Cum | - | - |
| 7 | M&L for bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradient complete with 8 to 10 tone power roller to required compaction complete all as specified and directed.
Note :(i) Design Mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. (ii) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) with the following Constraints:- Aggregate passing 13.2 mm IS Sieve -100 % Aggregate passing 5.60 mm IS Sieve -40% to 50% Aggregate passing 2.8 mm IS Sieve -30%to 35% Note for item No. 2 & 5: Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 40/- per kg of bitumen (less consumed) shall be applied on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. | 535 | X SQM | - | - |
| 8 | Demolition of concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed. | 30 | Cum | - | - |
| 9 | M&L 100 mm thick PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in Sub basefinish the cement concrete surfaces complete all as specified and directed. | 190 | Sqm | - | - |
| 10 | M&L 100 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate laid in panel finished even and smooth with using extra cement as in flooring complete all as specified and directed. | 110 | Sqm | - | - |
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