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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.5 LAccepted-AOC | ₹93.5 L Quoted ₹93.7 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.1 CrRejected-Finance | ₹1.1 Cr | L2 | Rejected-Finance Higher Bidder |
| 3 | L3₹1.1 CrRejected-Finance H NO 37 VIKAS VIHAR PHASE II FEROZEPUR CITY PB 152002 | FEROZEPUR CITY | FEROZEPUR | PUNJAB | 152002 | ₹1.1 Cr | L3 | Rejected-Finance Higher Bidder |
| 4 | L4₹1.1 CrRejected-Finance | ₹1.1 Cr | L4 | Rejected-Finance Higher Bidder |
| 5 | L5₹1.2 CrRejected-Finance | ₹1.2 Cr | L5 | Rejected-Finance Higher Bidder |
| Sl No | Description | Qty | Unit | M/S Yashpaul Gulati L4 | M/s Surjit Singh and bros L5 | Harmesh Kumar Sharma and Sons L1 | Supreme Constructions L7 | Karan Engineers L3 | M/S Pee Kay Builders L6 | M/s Sham and Company L8 | G D TRADERS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 and removal of debris from site to a distance upto 50 metres spread & leveled complete all as specified and directed. | 15 | Ten Sqm | 320 ₹4,800 | 320 ₹4,800 | 170 ₹2,550 | 330 ₹4,950 | 310 ₹4,650 | 340 ₹5,100 | 330 ₹4,950 | 330 ₹4,950 |
| 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. | 15 | Ten Sqm | 2,120 ₹31,800 | 2,130 ₹31,950 | 1,600 ₹24,000 | 2,170 ₹32,550 | 2,150 ₹32,250 | 2,100 ₹31,500 | 2,180 ₹32,700 | 2,060 ₹30,900 |
| 3.00 | 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. | 1,150 | Ten Sqm | 440 ₹5,06,000 | 480 ₹5,52,000 | 178 ₹2,04,700 | 450 ₹5,17,500 | 460 ₹5,29,000 | 480 ₹5,52,000 | 490 ₹5,63,500 | 470 ₹5,40,500 |
| 4.00 | 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. | 1,150 | Ten Sqm | 410 ₹4,71,500 | 400 ₹4,60,000 | 320 ₹3,68,000 | 420 ₹4,83,000 | 410 ₹4,71,500 | 420 ₹4,83,000 | 410 ₹4,71,500 | 410 ₹4,71,500 |
| 5.00 | 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. | 850 | Ten Sqm | 3,010 ₹25,58,500 | 3,050 ₹25,92,500 | 2,786 ₹23,68,100 | 3,080 ₹26,18,000 | 3,170 ₹26,94,500 | 3,210 ₹27,28,500 | 3,120 ₹26,52,000 | 3,140 ₹26,69,000 |
| 6.00 | 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. | 300 | Ten Sqm | 4,430 ₹13,29,000 | 4,760 ₹14,28,000 | 3,800 ₹11,40,000 | 4,530 ₹13,59,000 | 4,190 ₹12,57,000 | 4,630 ₹13,89,000 | 4,860 ₹14,58,000 | 4,530 ₹13,59,000 |
| 7.00 | M&L for providing and consolidating 40 mm thick premix Dense Bituminous Macadam (DBM grading - II) using paving bitumen (VG-30) minimum 4.5% by weight of total mix using Job Mix Formula (Design Mix), spread, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller as per clause 507 of MoRTH & IRC specifications , complete all as specified and directed.
Note :- (i) BC wearing coat shall be laid on the same day over DBM without extra tack coat. If BC is not laid on the same day, tack coat @ 2.5 Kg/10 Sqm of bitumen shall be sprayed over DBM without any extra cost. | 850 | Ten Sqm | 4,890 ₹41,56,500 | 4,830 ₹41,05,500 | 3,900 ₹33,15,000 | 5,000 ₹42,50,000 | 4,800 ₹40,80,000 | 4,700 ₹39,95,000 | 4,930 ₹41,90,500 | 4,600 ₹39,10,000 |
| 8.00 | M&L for premix bituminous macadam (Consolidated thickness 75mm or less) using paving bitumen (VG-30) 4% by weight of total mix using Job Mix Formula (Design Mix), spread, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller as per clause 504 of MoRTH & IRC specifications , complete all as specified and directed.
Note :- (i) BC wearing coat shall be laid on the same day over BM without extra tack coat. If BC is not laid on the same day, tack coat @ 2.5 Kg/10 Sqm of bitumen shall be sprayed over BM without any extra cost. | 65 | Cum | 6,860 ₹4,45,900 | 7,200 ₹4,68,000 | 4,800 ₹3,12,000 | 7,010 ₹4,55,650 | 7,150 ₹4,64,750 | 7,430 ₹4,82,950 | 7,360 ₹4,78,400 | 7,270 ₹4,72,550 |
| 9.00 | Providing and marking broken/continuous central/end line on the road pavement and the like of description by using hot applied thermoplastic compound 2.50mm thick (excluding thickness of glass beads) and providing reflective glass beads @ 250 gm per square metre as per clause 803 of MoRTH & IRC-35 specifications, complete all as specified and as directed . | 650 | Sqm | 580 ₹3,77,000 | 570 ₹3,70,500 | 480 ₹3,12,000 | 590 ₹3,83,500 | 560 ₹3,64,000 | 600 ₹3,90,000 | 580 ₹3,77,000 | 590 ₹3,83,500 |
| 10.00 | M&L for Moorum / red bajri/ Coarse sand filling in floors or pavings, road berms etc, laid in layers n exc. 15cm thick, spread, levelled and rammed including dressings & watering complete all as specified and directed. | 20 | Cum | 1,210 ₹24,200 | 1,220 ₹24,400 | 900 ₹18,000 | 1,240 ₹24,800 | 1,230 ₹24,600 | 1,210 ₹24,200 | 1,250 ₹25,000 | 1,180 ₹23,600 |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
9 Jun 2026, 6:00 pmClosed
CWE FEROZEPUR CANTT
HQ CWE FEROZEPUR CANTT PIN 152001
REPAIR TO ROAD OF UNIT AND MD ACCN OF AGE B/R II UNDER GE (WEST) FEROZEPUR CANTT
2026_MES_765451_1
CWE/FZR-07/2026-27
Open Tender
Civil Works
120 days
FEROZEPUR CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (West) Ferozepur Cantt
₹1.6 L
Yes
3 Jul 2026
14 May 2026
16 Jun 2026
14 May 2026
9 Jun 2026
4 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 and removal of debris from site to a distance upto 50 metres spread & leveled complete all as specified and directed. | 15 | 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. | 15 | Ten Sqm | - | - |
| 3 | 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. | 1,150 | Ten Sqm | - | - |
| 4 | 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. | 1,150 | Ten Sqm | - | - |
| 5 | 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. | 850 | Ten Sqm | - | - |
| 6 | 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. | 300 | Ten Sqm | - | - |
| 7 | M&L for providing and consolidating 40 mm thick premix Dense Bituminous Macadam (DBM grading - II) using paving bitumen (VG-30) minimum 4.5% by weight of total mix using Job Mix Formula (Design Mix), spread, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller as per clause 507 of MoRTH & IRC specifications , complete all as specified and directed.
Note :- (i) BC wearing coat shall be laid on the same day over DBM without extra tack coat. If BC is not laid on the same day, tack coat @ 2.5 Kg/10 Sqm of bitumen shall be sprayed over DBM without any extra cost. | 850 | Ten Sqm | - | - |
| 8 | M&L for premix bituminous macadam (Consolidated thickness 75mm or less) using paving bitumen (VG-30) 4% by weight of total mix using Job Mix Formula (Design Mix), spread, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller as per clause 504 of MoRTH & IRC specifications , complete all as specified and directed.
Note :- (i) BC wearing coat shall be laid on the same day over BM without extra tack coat. If BC is not laid on the same day, tack coat @ 2.5 Kg/10 Sqm of bitumen shall be sprayed over BM without any extra cost. | 65 | Cum | - | - |
| 9 | Providing and marking broken/continuous central/end line on the road pavement and the like of description by using hot applied thermoplastic compound 2.50mm thick (excluding thickness of glass beads) and providing reflective glass beads @ 250 gm per square metre as per clause 803 of MoRTH & IRC-35 specifications, complete all as specified and as directed . | 650 | Sqm | - | - |
| 10 | M&L for Moorum / red bajri/ Coarse sand filling in floors or pavings, road berms etc, laid in layers n exc. 15cm thick, spread, levelled and rammed including dressings & watering complete all as specified and directed. | 20 | Cum | - | - |
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