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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-AOC 234 4 JC BOSE ROAD KOLKATA | KOLKATA | WEST BENGAL | 700001 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹38.9 L+₹3.1 L (8.76%)Rejected-Finance BANKIM CHANDRA ROAD HAKIMPARA SILIGURI DIST DARJEELING PIN 734001 W B | JALPAIGURI | WEST BENGAL | 734001 | L2 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 3 | L3₹49.9 L+₹14.2 L (39.7%)Rejected-Finance C O UTTAM BANIK HAIDERPARA OPPOSITE TO WEST BENGAL REPRESENTATIVE REST HOUSE P O HAIDERPARA SILIGURI 06 | JALPAIGURI | WEST BENGAL | 734006 | L3 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/s. MD IRSHAD L2 | M/S SARKAR BROTHERS L1 | M/s. STRUCTURES INDIA L3 |
|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50 mm but not exceeding 100 mm deep including removing stacking and deposing off, complete all as specified and directed. | 2 | 10 SQM | 300 ₹600 Lowest | 320 ₹640 | 600 ₹1,200 |
| 2.00 | Repair to potholes any depth, not exc 1.00 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 & graded road metal, watering and well ramming (including supply of road metal), complete all as specified and directed. | 2 | 10 SQM | 4,500 ₹9,000 | 2,500 ₹5,000 Lowest | 4,000 ₹8,000 |
| 3.00 | M&L for repairs to potholes of any depth not exceeding 1.0 sqm each including sweeping free from dust & mud or water, scoring sunken surfaces in road, path etc, cutting around edge to at least 25 mm in depth, making good by applying tack coat with cationic emulsion @5 kg per 10 sq m, putting in premixed bituminous, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm complete all as specified and directed. | 4.8 | 10 SQM | 5,000 ₹24,000 | 1,800 ₹8,640 Lowest | 4,800 ₹23,040 |
| 4.00 | M&L for 150 mm thick water bound macadam in two equal layers of 75 mm each (compacted thickness) with coarse aggregate of stone (Granite, trap or Basalt) of grading - 2 ( 63 mm to 40 mm size ) or of grading - 3 ( 50 to 20 mm size ) and consolidated to required gradient & camber with 8 to 10 tonne power roller, complete all as per specified and as directed. | 2 | 10 SQM | 2,000 ₹4,000 Lowest | 4,300 ₹8,600 | 4,000 ₹8,000 |
| 5.00 | M&L for preparing un-surfaced water bound macadam by brushing with wire brushes for removing caked 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. | 131 | 10 SQM | 50 ₹6,550 | 20 ₹2,620 Lowest | 850 ₹1,11,350 |
| 6.00 | M&L for premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen Vg-30 @ 4% (minimum) by the weight of total mix of any penetration compacted to required gradient and camber with 8 to 12 tone power roller, complete all as specified and directed.
NOTE : (i) No extra allowances shall be admissible to the contractor if the bitumen content is required more than 4% by the weight of total mix as per approved design. The contractor shall quote the rate accordingly. | 81.7 | CUM | 6,800 ₹5,55,560 | 5,100 ₹4,16,670 Lowest | 8,500 ₹6,94,450 |
| 7.00 | M&L for applying enenly a tack coat of cationic bitumen emulsion (RS-1) conforming to IS : 8887 at a rate of application of .35 kg/sqm on bituminous surface as specified in table 500-5 of Morth specification for road and bridge work 2013, using mechanical spraye, complete all as specified and directed by Engineer-in-charge | 2 | 10 SQM | 250 ₹500 Lowest | 510 ₹1,020 | 380 ₹760 |
| 8.00 | M&L for applying evenly a tack coat of cationic bitumen emulsion (RS-1) conforming to IS : 8887 at a rate of application of 0.20 - 0.30 kg/sqm on bituminous surface as specified in table 500-5 of Morth specification for road and bridge work 2013, using mechanical sprayer after cleaning of existing surface by air compressor to remove all loose dirt etc., complete all as specified and directed by Engineer-in-charge | 766.44 | 10 SQM | 250 ₹1,91,610 | 220 ₹1,68,616.8 Lowest | 380 ₹2,91,247.2 |
| 9.00 | M&L for bituminous premix asphaltic semi dense concrete 40mm consolidated thickness (minimum) with 5.5% binder content of paving bitumen Gde-VG-30 by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and pre-mixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified in the relevant clauses of SSR Part-I (2009) and, complete all as specified and directed.
Note : (a) Rate deemed to be included for making good of any undulation/damages in wearing surfaces, where semi sense asphaltic concrete to be laid. (b) Semi dense asphaltic bituminous concrete shall be designed as specified and binder content shall be provided as per design mix, contractor shall quoted his rates considering the bitumen contents as 5.5%. Any variation in binder content on minus side shall be adjusted at the rate of Rs 50.00 per kilogram of binder but variation in binder plus side shall not be paid extra contractor shall quote accordingly. | 605.16 | 10 SQM | 4,250 ₹25,71,930 | 4,100 ₹24,81,156 Lowest | 5,450 ₹32,98,122 |
| 10.00 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction and complete all as specified and directed. | 300.87 | SQM | 480 ₹1,44,417.6 | 570 ₹1,71,495.9 | 390 ₹1,17,339.3 Lowest |
Tender Value
₹43.7 L
EMD Value
₹87,400
Closing Date
9 May 2026, 6:00 pmClosed
CWE BINNAGURI
HQ CWE BINNAGURI, BINNAGURI CANTT, JALPAIGURI, WEST BENGAL, PIN-735232
SPL REP OF ROAD (600 M) AT 859 FD WKSP COY EME, SPL REP OF ROAD (380 M) AT SHAUGAON LOC OF 79 MED REGT AT BAGRAKOTE MIL STN AND SPL REP TO CERTAIN ROAD OF INF BN-III AT SEVOKE ROAD MIL STN UNDER GE SEVOKE RD
2026_MES_760904_1
8362/E8
Open Tender
Civil Works
Item Rate
90 days
GE SEVOKE ROAD
AS PER NIT
8 documents required · 8 mandatory
₹500
GE SEVOKE
₹87,400
Yes
17 Jun 2026
18 Apr 2026
11 May 2026
18 Apr 2026
9 May 2026
2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50 mm but not exceeding 100 mm deep including removing stacking and deposing off, complete all as specified and directed. | - | 10 SQM | - | - |
| - | Repair to potholes any depth, not exc 1.00 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 & graded road metal, watering and well ramming (including supply of road metal), complete all as specified and directed. | - | 10 SQM | - | - |
| - | M&L for repairs to potholes of any depth not exceeding 1.0 sqm each including sweeping free from dust & mud or water, scoring sunken surfaces in road, path etc, cutting around edge to at least 25 mm in depth, making good by applying tack coat with cationic emulsion @5 kg per 10 sq m, putting in premixed bituminous, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm complete all as specified and directed. | - | 10 SQM | - | - |
| - | M&L for 150 mm thick water bound macadam in two equal layers of 75 mm each (compacted thickness) with coarse aggregate of stone (Granite, trap or Basalt) of grading - 2 ( 63 mm to 40 mm size ) or of grading - 3 ( 50 to 20 mm size ) and consolidated to required gradient & camber with 8 to 10 tonne power roller, complete all as per specified and as directed. | - | 10 SQM | - | - |
| - | M&L for preparing un-surfaced water bound macadam by brushing with wire brushes for removing caked 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. | - | 10 SQM | - | - |
| - | M&L for premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen Vg-30 @ 4% (minimum) by the weight of total mix of any penetration compacted to required gradient and camber with 8 to 12 tone power roller, complete all as specified and directed.
NOTE : (i) No extra allowances shall be admissible to the contractor if the bitumen content is required more than 4% by the weight of total mix as per approved design. The contractor shall quote the rate accordingly. | - | CUM | - | - |
| - | M&L for applying enenly a tack coat of cationic bitumen emulsion (RS-1) conforming to IS : 8887 at a rate of application of .35 kg/sqm on bituminous surface as specified in table 500-5 of Morth specification for road and bridge work 2013, using mechanical spraye, complete all as specified and directed by Engineer-in-charge | - | 10 SQM | - | - |
| - | M&L for applying evenly a tack coat of cationic bitumen emulsion (RS-1) conforming to IS : 8887 at a rate of application of 0.20 - 0.30 kg/sqm on bituminous surface as specified in table 500-5 of Morth specification for road and bridge work 2013, using mechanical sprayer after cleaning of existing surface by air compressor to remove all loose dirt etc., complete all as specified and directed by Engineer-in-charge | - | 10 SQM | - | - |
| - | M&L for bituminous premix asphaltic semi dense concrete 40mm consolidated thickness (minimum) with 5.5% binder content of paving bitumen Gde-VG-30 by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and pre-mixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified in the relevant clauses of SSR Part-I (2009) and, complete all as specified and directed.
Note : (a) Rate deemed to be included for making good of any undulation/damages in wearing surfaces, where semi sense asphaltic concrete to be laid. (b) Semi dense asphaltic bituminous concrete shall be designed as specified and binder content shall be provided as per design mix, contractor shall quoted his rates considering the bitumen contents as 5.5%. Any variation in binder content on minus side shall be adjusted at the rate of Rs 50.00 per kilogram of binder but variation in binder plus side shall not be paid extra contractor shall quote accordingly. | - | 10 SQM | - | - |
| - | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction and complete all as specified and directed. | - | SQM | - | - |
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