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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC | L1 | Accepted-AOC Bidder is L1 | |
| 2 | L2₹35.2 L+₹4.7 L (15.6%)Rejected-AOC | L2 | Rejected-AOC Bidder is L2 |
| Sl No | Description | Qty | Unit | DUGGAL CONSTRUCTION CO L1 | s.v and co L2 |
|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 Sqm and depth exceeding 50mm but not exc 100 mm deep including removal of rubbish material out of the premises, complete, all as specified and directed. | 361 | 10 Sqm | 40 ₹14,440 | 30 ₹10,830 Lowest |
| 2.00 | M&L for 75 mm thick WBM (compacted thickness), with coarse aggregates of grading 2 (63 to 40mm size) or of grading 03 (50 to 20 mm size) in equal proportion, spread, rolled and consolidated with 8 to 12 ton power road roller or vibration roller of sufficient capacity to required gradient and camber using trap or basalt stone. complete, all as specified and directed. | 135 | 10 Sqm | 1,900 ₹2,56,500 Lowest | 2,600 ₹3,51,000 |
| 3.00 | All as per description of serial item No.2 above but except stone aggregate material.
Note:- Stone aggregates retrieved from item No. 1 shall be used. | 25 | 10 Sqm | 1,200 ₹30,000 | 1,100 ₹27,500 Lowest |
| 4.00 | M&L for preparation of WBM surfacess by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleared surfaces by mechanical compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumin VG-10 @ 10 Kg per 10 sqm on prepared WBM surfaces and laying bituminious premixed asphaltic semi dense concrete, 40 mm thick (consolidated thickness) using binder (Bitumen VG-30) @ 5.5% by weight, mixed in hot mix plant and laid by using self propelled mechanical paver , rolled and compacted to required camber and gradient to achieve uniform smooth surface with power roller 8 to 12 tonne capacity or vibration roller of sufficient capacity, complete, all as specified and directed.
Note: Mix shall be prepared in Hot mix plant as per job mix formula obtained from authorised testing lab and laying will be done by mechanical paver. | 160 | 10 Sqm | 4,200 ₹6,72,000 Lowest | 4,350 ₹6,96,000 |
| 5.00 | All as per description of serial item No. 4 above but 30 mm thick (consolidated thickness) bituminious premixed asphaltic semi dense concrete, | 201 | 10 Sqm | 3,200 ₹6,43,200 Lowest | 3,600 ₹7,23,600 |
| 6.00 | M& L for Preparing old existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleared surfaces by mechanical compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumin VG-10 @ 5 Kg per 10 sqm on prepared old road surfaces and laying bituminious premixed asphaltic semi dense concrete, 30 mm thick (consolidated thickness) using binder (Bitumen VG-30) @ 5.5% by weight, mixed in hot mix plant and laid by using self propelled mechanical paver , rolled and compacted to required camber and gradient to achieve uniform smooth surface with power roller 8 to 12 tonne capacity or vibration roller of sufficient capacity, complete, all as specified and directed.
Note: Mix shall be prepared in Hot mix plant as per job mix formula obtained from authorised testing lab and laying will be done by mechanical paver. | 240 | 10 Sqm | 3,150 ₹7,56,000 Lowest | 3,550 ₹8,52,000 |
| 7.00 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick thermoplastic road marking paint in lines, stop lines, dashes, arrows etc. and the like n. exc 15cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS-3262-1989 with special applicator machine using retroreflective glass beads @ 250 to 300 gram/Sqm, all as per manufacturers instruction a, complete, all as specified and directed. | 343 | Sqm | 350 ₹1,20,050 Lowest | 450 ₹1,54,350 |
| 8.00 | M & L for repair to pot holes, any depth not exceeding 1 sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in roads path etc cutting around edges, at least 25 mm in depth and making good by applying tack coat using paving bitumen VG-10 @ 5 kg per 10 sqm, putting in premixed bituminous macadam well rammed and sealed with binder using paving bitumen @9.8 kg per 10 sqm blinded with 0.09 cum stone chipping 6.3 mm size and again well rammed ( including supply of premixed macadam binder and chippings) depth of pot hole exceeding 30mm complete all as specified and directed. | 1.26 | 10 Sqm | 2,200 ₹2,772 Lowest | 3,000 ₹3,780 |
| 9.00 | M&L for premix bituminous macadam laid , rolled and compacted to required gradient and camber with 8 to 10 tone power roller ( consolidated thickness 75mm or less ) with paving bitumen VG-30 @4% by weight of total mix, complete all as specified and directed. | 100.5 | Cum | 5,500 ₹5,52,750 Lowest | 7,000 ₹7,03,500 |
Tender Value
₹33.0 L
EMD Value
₹66,000
Closing Date
27 Oct 2025, 6:00 pmClosed
CWE Jalandhar Cantt
HQ CWE Jalandhar Cantt PIN 144005
SPECIAL REPAIR TO ROADS AT BEAS MIL STATION UNDER GE KAPURTHALA
2025_MES_726993_2
8325/20/E8
Open Tender
Civil Works
Item Rate
90 days
HQ CWE Jalandhar Cantt
Class D Category a(i) or a (v) for contractors enlisted with MES
9 documents required · 9 mandatory
₹500
Yes
GE Kapurthala
₹66,000
Yes
2 Jan 2026
13 Oct 2025
29 Oct 2025
13 Oct 2025
27 Oct 2025
21 Oct 2025
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 Sqm and depth exceeding 50mm but not exc 100 mm deep including removal of rubbish material out of the premises, complete, all as specified and directed.
M&L for 75 mm thick WBM (compacted thickness), with coarse aggregates of grading 2 (63 to 40mm size) or of grading 03 (50 to 20 mm size) in equal proportion, spread, rolled and consolidated with 8 to 12 ton power road roller or vibration roller of sufficient capacity to required gradient and camber using trap or basalt stone. complete, all as specified and directed.
All as per description of serial item No.2 above but except stone aggregate material. Note:- Stone aggregates retrieved from item No. 1 shall be used.
M&L for preparation of WBM surfacess by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleared surfaces by mechanical compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumin VG-10 @ 10 Kg per 10 sqm on prepared WBM surfaces and laying bituminious premixed asphaltic semi dense concrete, 40 mm thick (consolidated thickness) using binder (Bitumen VG-30) @ 5.5% by weight, mixed in hot mix plant and laid by using self propelled mechanical paver , rolled and compacted to required camber and gradient to achieve uniform smooth surface with power roller 8 to 12 tonne capacity or vibration roller of sufficient capacity, complete, all as specified and directed. Note: Mix shall be prepared in Hot mix plant as per job mix formula obtained from authorised testing lab and laying will be done by mechanical paver.
All as per description of serial item No. 4 above but 30 mm thick (consolidated thickness) bituminious premixed asphaltic semi dense concrete,
M& L for Preparing old existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleared surfaces by mechanical compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumin VG-10 @ 5 Kg per 10 sqm on prepared old road surfaces and laying bituminious premixed asphaltic semi dense concrete, 30 mm thick (consolidated thickness) using binder (Bitumen VG-30) @ 5.5% by weight, mixed in hot mix plant and laid by using self propelled mechanical paver , rolled and compacted to required camber and gradient to achieve uniform smooth surface with power roller 8 to 12 tonne capacity or vibration roller of sufficient capacity, complete, all as specified and directed. Note: Mix shall be prepared in Hot mix plant as per job mix formula obtained from authorised testing lab and laying will be done by mechanical paver.
M&L for preparing bituminous surfaces of road and marking 2.5mm thick thermoplastic road marking paint in lines, stop lines, dashes, arrows etc. and the like n. exc 15cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS-3262-1989 with special applicator machine using retroreflective glass beads @ 250 to 300 gram/Sqm, all as per manufacturers instruction a, complete, all as specified and directed.
M & L for repair to pot holes, any depth not exceeding 1 sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in roads path etc cutting around edges, at least 25 mm in depth and making good by applying tack coat using paving bitumen VG-10 @ 5 kg per 10 sqm, putting in premixed bituminous macadam well rammed and sealed with binder using paving bitumen @9.8 kg per 10 sqm blinded with 0.09 cum stone chipping 6.3 mm size and again well rammed ( including supply of premixed macadam binder and chippings) depth of pot hole exceeding 30mm complete all as specified and directed.
M&L for premix bituminous macadam laid , rolled and compacted to required gradient and camber with 8 to 10 tone power roller ( consolidated thickness 75mm or less ) with paving bitumen VG-30 @4% by weight of total mix, complete all as specified and directed.
s.v and co (BID ID -3466101)
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