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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.3 Cr+₹3.6 L (2.84%)Rejected-Finance | ₹1.3 Cr+₹3.6 L (2.84%) | L2 | Rejected-Finance Higher Bidder |
| 3 | L3₹1.3 Cr+₹7.5 L (5.89%)Rejected-Finance BAZAR RAM SUKH DASS FEROZEPUR CITY 152002 | FIROZEPUR | PUNJAB | 152002 | ₹1.3 Cr+₹7.5 L (5.89%) | L3 | Rejected-Finance Higher Bidder |
| 4 | L4₹1.4 Cr+₹11.5 L (9.09%)Rejected-Finance | ₹1.4 Cr+₹11.5 L (9.09%) | L4 | Rejected-Finance Higher Bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected due to below two class bidder |
| Sl No | Description | Qty | Unit | M/S Yashpaul Gulati L2 | M/s Manoj Construction Co. L4 | Supreme Constructions L3 | G D TRADERS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking existing gravelled macadam or bituminous macadam surface, area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100mm (average 75mm) and segregating serviceable stone metal for re-using and removal of debris from site to a distance upto 50 metres spread & leveled complete all as specified and directed. | 63 | Ten Sqm | 200 ₹12,600 | 300 ₹18,900 | 190 ₹11,970 Lowest | 190 ₹11,970 Lowest |
| 2.00 | M&L for repairs to potholes of area not exc 1 sqm each and depth exceding 30mm and including sweeping free from dust and mud using Air Compressor, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 30mm in depth, making good by applying tack coat using pavng bitumen VG-10 @ 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 Cum of 6.3mm size stone chippings and again well rammed (including supply of premixed macadam, binder and chippings) complete all as specified and directed.
Note:- SDAC shall not be provided where this item is operated. | 63 | Ten Sqm | 1,920 ₹1,20,960 | 2,200 ₹1,38,600 | 1,970 ₹1,24,110 | 1,900 ₹1,19,700 Lowest |
| 3.00 | M&L for 75mm thick (compacted thickness) of WBM using Granite, Trap or Basalt stone coarse aggregate of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonnes power road roller & consolidated to required camber & gradient complete all as specified and directed. | 60 | Ten Sqm | 2,160 ₹1,29,600 Lowest | 2,900 ₹1,74,000 | 2,390 ₹1,43,400 | 2,200 ₹1,32,000 |
| 4.00 | M&L for 150mm thick (compacted thickness) of WBM using Granite, Trap or Basalt stone coarse aggregate of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonnes power road roller & consolidated to required camber & gradient complete all as specified and directed. (Note:-For 150mm compacted thickness WBM, two layers of WBM each layer comprising of compacted thickness75mm shall be provided) | 3 | Ten Sqm | 3,100 ₹9,300 | 4,000 ₹12,000 | 3,140 ₹9,420 | 3,000 ₹9,000 Lowest |
| 5.00 | M&L for preparing WBM top surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with Air Compressor to remove all loose dirt etc complete all as specified and directed. | 63 | Ten Sqm | 190 ₹11,970 Lowest | 500 ₹31,500 | 190 ₹11,970 Lowest | 200 ₹12,600 |
| 6.00 | M&L for applying evenly a priming/tack coat on unsurfaced WBM with bituminous primer at 8 Kg per 10 Sqm using VG-10 bitumen of road surface by sprayer operated by hot pressure mechanism, complete all as specified and directed. | 63 | Ten Sqm | 470 ₹29,610 | 400 ₹25,200 Lowest | 510 ₹32,130 | 430 ₹27,090 |
| 7.00 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with Air Compressor to remove all loose dirt etc complete all as specified and directed. | 2,550 | Ten Sqm | 240 ₹6,12,000 | 200 ₹5,10,000 Lowest | 250 ₹6,37,500 | 235 ₹5,99,250 |
| 8.00 | M&L for applying evenly a priming/tack coat over existing black top surfaces with bituminous primer at 5 Kg per 10 Sqm using VG-10 bitumen of road surface by sprayer operated by hot pressure mechanism, complete all as specified and directed. | 2,550 | Ten Sqm | 340 ₹8,67,000 Lowest | 350 ₹8,92,500 | 370 ₹9,43,500 | 345 ₹8,79,750 |
| 9.00 | M&L for 30mm consolidated thickness Bituminous Premix Semi Dense Asphaltic Concrete (SDAC) using paving bitumen VG-30 with 5.5 % binder by weight of total mix using Job Mix Formula (Design Mix) including mixed with waste plastic @ 6 % to 8 % of weight of bitumen as per clause 5.2 of SP 98-2013, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller as per clause 508 of MoRTH & IRC specifications , complete all as specified and directed. | 2,550 | Ten Sqm | 2,890 ₹73,69,500 | 3,000 ₹76,50,000 | 2,900 ₹73,95,000 | 2,750 ₹70,12,500 Lowest |
| 10.00 | M&L for 40mm consolidated thickness Bituminous Premix Semi Dense Asphaltic Concrete (SDAC) using paving bitumen VG-30 with 5.5 % binder by weight of total mix using Job Mix Formula (Design Mix) including mixed with waste plastic @ 6 % to 8 % of weight of bitumen as per clause 5.2 of SP 98-2013, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller as per clause 508 of MoRTH & IRC specifications , complete all as specified and directed. | 63 | Ten Sqm | 3,540 ₹2,23,020 | 4,000 ₹2,52,000 | 3,630 ₹2,28,690 | 3,500 ₹2,20,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
25 Jun 2026, 6:00 pmClosed
CWE FEROZEPUR CANTT
HQ CWE FEROZEPUR CANTT PIN 152001
SPECIAL REPAIR TO ROADS AT FEROZEPUR CANTT AND ASCON HARIKE UNDER GE (WEST) FEROZEPUR CANTT
2026_MES_768692_1
CWE/FZR-21/2026-27
Open Tender
Civil Works
Item Rate
120 days
FEROZEPUR CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (West) Ferozepur Cantt
₹2.0 L
Yes
22 Jul 2026
30 May 2026
2 Jul 2026
30 May 2026
25 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking existing gravelled macadam or bituminous macadam surface, area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100mm (average 75mm) and segregating serviceable stone metal for re-using and removal of debris from site to a distance upto 50 metres spread & leveled complete all as specified and directed. | 63 | Ten Sqm | - | - |
| 2 | M&L for repairs to potholes of area not exc 1 sqm each and depth exceding 30mm and including sweeping free from dust and mud using Air Compressor, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 30mm in depth, making good by applying tack coat using pavng bitumen VG-10 @ 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 Cum of 6.3mm size stone chippings and again well rammed (including supply of premixed macadam, binder and chippings) complete all as specified and directed.
Note:- SDAC shall not be provided where this item is operated. | 63 | Ten Sqm | - | - |
| 3 | M&L for 75mm thick (compacted thickness) of WBM using Granite, Trap or Basalt stone coarse aggregate of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonnes power road roller & consolidated to required camber & gradient complete all as specified and directed. | 60 | Ten Sqm | - | - |
| 4 | M&L for 150mm thick (compacted thickness) of WBM using Granite, Trap or Basalt stone coarse aggregate of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonnes power road roller & consolidated to required camber & gradient complete all as specified and directed. (Note:-For 150mm compacted thickness WBM, two layers of WBM each layer comprising of compacted thickness75mm shall be provided) | 3 | Ten Sqm | - | - |
| 5 | M&L for preparing WBM top surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with Air Compressor to remove all loose dirt etc complete all as specified and directed. | 63 | Ten Sqm | - | - |
| 6 | M&L for applying evenly a priming/tack coat on unsurfaced WBM with bituminous primer at 8 Kg per 10 Sqm using VG-10 bitumen of road surface by sprayer operated by hot pressure mechanism, complete all as specified and directed. | 63 | Ten Sqm | - | - |
| 7 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with Air Compressor to remove all loose dirt etc complete all as specified and directed. | 2,550 | Ten Sqm | - | - |
| 8 | M&L for applying evenly a priming/tack coat over existing black top surfaces with bituminous primer at 5 Kg per 10 Sqm using VG-10 bitumen of road surface by sprayer operated by hot pressure mechanism, complete all as specified and directed. | 2,550 | Ten Sqm | - | - |
| 9 | M&L for 30mm consolidated thickness Bituminous Premix Semi Dense Asphaltic Concrete (SDAC) using paving bitumen VG-30 with 5.5 % binder by weight of total mix using Job Mix Formula (Design Mix) including mixed with waste plastic @ 6 % to 8 % of weight of bitumen as per clause 5.2 of SP 98-2013, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller as per clause 508 of MoRTH & IRC specifications , complete all as specified and directed. | 2,550 | Ten Sqm | - | - |
| 10 | M&L for 40mm consolidated thickness Bituminous Premix Semi Dense Asphaltic Concrete (SDAC) using paving bitumen VG-30 with 5.5 % binder by weight of total mix using Job Mix Formula (Design Mix) including mixed with waste plastic @ 6 % to 8 % of weight of bitumen as per clause 5.2 of SP 98-2013, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller as per clause 508 of MoRTH & IRC specifications , complete all as specified and directed. | 63 | Ten Sqm | - | - |
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