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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAdmitted-Finance 11 CIVIL LINES ROORKEE 247667 DISTT HARDWAR UK | HARIDWAR | UTTARAKHAND | 247667 | ₹32.5 L | L1 | Admitted-Finance |
| 2 | L2₹38.5 L+₹6.0 L (18.5%)Admitted-Finance 24 | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹38.5 L+₹6.0 L (18.5%) | L2 | Admitted-Finance |
| 3 | L3₹42.8 L+₹10.3 L (31.7%)Admitted-Finance PLOT NO 261 SHANTI KUNJ ALWAR 301415 RAJ | ALWAR | RAJASTHAN | 301415 | ₹42.8 L+₹10.3 L (31.7%) | L3 | Admitted-Finance |
| 4 | L4₹43.0 L+₹10.5 L (32.2%)Admitted-Finance 796 AZAD NAGAR ROORKEE DISTT HARIDWAR UK | HARIDWAR | UTTARAKHAND | 247667 | ₹43.0 L+₹10.5 L (32.2%) | L4 | Admitted-Finance |
| 5 | L5₹45.8 L+₹13.3 L (40.8%)Admitted-Finance | ₹45.8 L+₹13.3 L (40.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RADHA ENTERPRISES L3 | mohanlal gupta L7 | SHRI RAM ENTERPRISES L5 | Arun Construction Co. L6 | GAYATRI CONSTRUCTION L2 | M/S AJIT CONSTRUCTION CO L4 | ALANKAR TRADERS L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for preparing of unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or with mechanical air compressor to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer (paving bitumen VG-10) @ 10 Kg per 10 Sqm complete all as specified and as directed. | 129.6 | Ten Sqm | 351 ₹45,489.6 | 600 ₹77,760 | 400 ₹51,840 | 200 ₹25,920 | 300 ₹38,880 | 490 ₹63,504 | 20 ₹2,592 Lowest |
| 2.00 | M & L for premix bituminous macadam laid/rolled with mechanical paver and material transported in tipped (covered) rolled with vibrating roller and compacted to required gradient and camber (consolidated thickness 75 mm or less) using binder content of paving bitumen (any penetration) (VG-30) by 4 % weight of total mix, complete all as specified and directed.Note (a) 5 Nos of core cutter taest to be carried out by contractor on this own cost before laying of SDAC on BM surface at location directed by Eingineer-in charge and test report to be submitted before processing RAR/payment (CTL/IIT Roorkee/ any govt Instituation S approved by GE.(b) The Unit rates are worked out on basis of binder content of 4% by total mix, any additional/ deduction in the actual binder contact used, the rates shall be adjusted as Per Given in SSR-II. | 51.84 | Cum | 11,000 ₹5,70,240 | 7,000 ₹3,62,880 | 11,400 ₹5,90,976 | 9,800 ₹5,08,032 | 10,000 ₹5,18,400 | 9,500 ₹4,92,480 | 4,000 ₹2,07,360 Lowest |
| 3.00 | M & L for preparing of black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or with mechanical air compressor to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer (paving bitumen VG-10) @ 5 Kg per 10 Sqm complete all as specified and as directed. | 212.16 | Ten Sqm | 281 ₹59,616.96 | 150 ₹31,824 Lowest | 330 ₹70,012.8 | 300 ₹63,648 | 250 ₹53,040 | 330 ₹70,012.8 | 300 ₹63,648 |
| 4.00 | M & L for premix bituminious semi-dense asphaltic concrete 30 mm (consolidated thickness) with paver with 5.5 % binder content by weight of total mix (Paving bitumen VG-30) laid with mechanical paver and material transported in tipped (covered) rolled with vibrating roller and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed.Note of core cutter test to be carried out by Contractor on his own cost after 07 days of laying of SDAC on BM surface at location directed by Engineer-in Charge and test report to be submitted before processing RAR/Payment. (CTL/IIT Roorkee /any Govt Institute as approved by GE (b) The Unit rates are worked out on yhe basis of binder content of 4% by total mix.Any additional/deduction in the actual binder content used, the rates shall be adjusted as Per given in SSR-II. | 341.76 | Ten Sqm | 4,300 ₹14,69,568 | 5,400 ₹18,45,504 | 4,500 ₹15,37,920 | 5,200 ₹17,77,152 | 4,200 ₹14,35,392 | 4,900 ₹16,74,624 | 4,000 ₹13,67,040 Lowest |
| 5.00 | M&L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 20cm deep and getting out in Hard/Dence soil complete all as specified and directed. | 1,224 | Sqm | 51 ₹62,424 | 20 ₹24,480 Lowest | 60 ₹73,440 | 40 ₹48,960 | 20 ₹24,480 Lowest | 30 ₹36,720 | 20 ₹24,480 Lowest |
| 6.00 | M & L for Moorum filling in pavings, laid in layers not exc. 15 cm thick, spread, levelled and rammed to form uniform and consolidated surfaces with and including watering complete all as specified and directed. | 67.68 | Cum | 1,500 ₹1,01,520 | 3,000 ₹2,03,040 | 1,300 ₹87,984 | 3,200 ₹2,16,576 | 800 ₹54,144 | 2,000 ₹1,35,360 | 500 ₹33,840 Lowest |
| 7.00 | M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc., cutting around edges to at least 25 mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) and rolled with 8 to 10 tonne power roller to a uniform smooth surface complete all as specified and directed. | 5.67 | Ten Sqm | 1,200 ₹6,804 | 2,000 ₹11,340 | 1,300 ₹7,371 | 3,000 ₹17,010 | 1,000 ₹5,670 Lowest | 3,000 ₹17,010 | 1,200 ₹6,804 |
| 8.00 | M&L for brick work with sub class 'B' , laid on edge , in floors, old size bricks bedded & jointed in CM 1:3, Flooring laid to herring bone pattern or diagonally complete all as specified and directed. | 169.2 | Sqm | 700 ₹1,18,440 | 6,000 ₹10,15,200 | 850 ₹1,43,820 | 500 ₹84,600 Lowest | 700 ₹1,18,440 | 700 ₹1,18,440 | 500 ₹84,600 Lowest |
| 9.00 | M&L for 100mm thick, PCC type B-2, (1:2:4) (using 40mm graded stone aggregates) as in floor, finished surface even and smooth using extra cement including Demolition of cement concrete (un-reinforced) in Ground floors and removal of rubbish out side complex (MOD land), complete all as specified and directed. | 800 | Sqm | 451 ₹3,60,800 | 300 ₹2,40,000 Lowest | 500 ₹4,00,000 | 500 ₹4,00,000 | 360 ₹2,88,000 | 400 ₹3,20,000 | 300 ₹2,40,000 Lowest |
| 10.00 | M&L for Machine pressed precast concrete interlocking paver block having hard rubber finish top with polymer admixtures in any pattern or design any shape and size confirmeing to IS-15658-2006 of 60 mm thcik, M-35 grade with grey cement and pigment over 25 mm thick sand cushioning, including necessary exacavation and removal of soil etc complete all as specified and directed. | 800 | Sqm | 900 ₹7,20,000 | 750 ₹6,00,000 | 990 ₹7,92,000 | 850 ₹6,80,000 | 850 ₹6,80,000 | 800 ₹6,40,000 | 650 ₹5,20,000 Lowest |
Tender Value
₹44.6 L
EMD Value
₹89,080
Closing Date
11 Aug 2026, 6:00 pmClosed
CWE No 2 Meerut
Headquarters Commander Works Engineer No 2 Military Engineer Services Boundary Road, Near Supply Depot Meerut Cantt-250001
SPL REPAIR TO BITUMINOUS ROAD AND ROAD FURNITURE IN POCKET 5 and 6 UNDER GE ROORKEE
2026_MES_779996_1
95482/RKE/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
GE Roorkee
Please refer tender pages
9 documents required · 9 mandatory
₹500
GE Roorkee
₹89,080
9 Sept 2026
21 Jul 2026
13 Aug 2026
21 Jul 2026
11 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L for preparing of unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or with mechanical air compressor to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer (paving bitumen VG-10) @ 10 Kg per 10 Sqm complete all as specified and as directed. | 129.6 | Ten Sqm | - | - |
| 2 | M & L for premix bituminous macadam laid/rolled with mechanical paver and material transported in tipped (covered) rolled with vibrating roller and compacted to required gradient and camber (consolidated thickness 75 mm or less) using binder content of paving bitumen (any penetration) (VG-30) by 4 % weight of total mix, complete all as specified and directed.Note (a) 5 Nos of core cutter taest to be carried out by contractor on this own cost before laying of SDAC on BM surface at location directed by Eingineer-in charge and test report to be submitted before processing RAR/payment (CTL/IIT Roorkee/ any govt Instituation S approved by GE.(b) The Unit rates are worked out on basis of binder content of 4% by total mix, any additional/ deduction in the actual binder contact used, the rates shall be adjusted as Per Given in SSR-II. | 51.84 | Cum | - | - |
| 3 | M & L for preparing of black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or with mechanical air compressor to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer (paving bitumen VG-10) @ 5 Kg per 10 Sqm complete all as specified and as directed. | 212.16 | Ten Sqm | - | - |
| 4 | M & L for premix bituminious semi-dense asphaltic concrete 30 mm (consolidated thickness) with paver with 5.5 % binder content by weight of total mix (Paving bitumen VG-30) laid with mechanical paver and material transported in tipped (covered) rolled with vibrating roller and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed.Note of core cutter test to be carried out by Contractor on his own cost after 07 days of laying of SDAC on BM surface at location directed by Engineer-in Charge and test report to be submitted before processing RAR/Payment. (CTL/IIT Roorkee /any Govt Institute as approved by GE (b) The Unit rates are worked out on yhe basis of binder content of 4% by total mix.Any additional/deduction in the actual binder content used, the rates shall be adjusted as Per given in SSR-II. | 341.76 | Ten Sqm | - | - |
| 5 | M&L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 20cm deep and getting out in Hard/Dence soil complete all as specified and directed. | 1,224 | Sqm | - | - |
| 6 | M & L for Moorum filling in pavings, laid in layers not exc. 15 cm thick, spread, levelled and rammed to form uniform and consolidated surfaces with and including watering complete all as specified and directed. | 67.68 | Cum | - | - |
| 7 | M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc., cutting around edges to at least 25 mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) and rolled with 8 to 10 tonne power roller to a uniform smooth surface complete all as specified and directed. | 5.67 | Ten Sqm | - | - |
| 8 | M&L for brick work with sub class 'B' , laid on edge , in floors, old size bricks bedded & jointed in CM 1:3, Flooring laid to herring bone pattern or diagonally complete all as specified and directed. | 169.2 | Sqm | - | - |
| 9 | M&L for 100mm thick, PCC type B-2, (1:2:4) (using 40mm graded stone aggregates) as in floor, finished surface even and smooth using extra cement including Demolition of cement concrete (un-reinforced) in Ground floors and removal of rubbish out side complex (MOD land), complete all as specified and directed. | 800 | Sqm | - | - |
| 10 | M&L for Machine pressed precast concrete interlocking paver block having hard rubber finish top with polymer admixtures in any pattern or design any shape and size confirmeing to IS-15658-2006 of 60 mm thcik, M-35 grade with grey cement and pigment over 25 mm thick sand cushioning, including necessary exacavation and removal of soil etc complete all as specified and directed. | 800 | Sqm | - | - |
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