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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-AOC MINISTRY OF DEFENCE MES JALPAIGURI WEST BENGAL | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND BEING L1 BIDDER | |
| 2 | L2₹14.2 L+₹71,970 (5.34%)Rejected-Finance 234 4 JC BOSE ROAD KOLKATA | KOLKATA | WEST BENGAL | 700001 | L2 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 3 | L3₹15.5 L+₹2.0 L (15.1%)Rejected-Finance VILL POST BARANACHINA PS DINHATA DIST COOCH BEHAR 736135 | COOCHBEHAR | WEST BENGAL | 736135 | L3 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 4 | L4₹15.7 L+₹2.2 L (16.5%)Rejected-Finance MASTER QUARTER PARA WARD NO 12 DHUPGURI 735210 JALPAIGURI WB | COOCHBEHAR | WEST BENGAL | 735210 | L4 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 5 | L5₹15.7 L+₹2.3 L (16.8%)Rejected-Finance 24B JYOTISH ROY ROAD KOLKATA 700053 | KOLKATA | WEST BENGAL | 700053 | L5 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/S SARKAR BROTHERS L2 | SUMAN CHAKRABORTY L4 | NARAYAN MAJUMDER L1 | M/S KRITIKA ELECTRICAL L7 | PULAK SAHA L3 | M/s. PRAVESH KUMAR L6 | M/S SINHA ENTERPRISE L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area 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 by Engineer-in-charge. | 60 | 10 SQM | 170 ₹10,200 | 35 ₹2,100 Lowest | 200 ₹12,000 | 60 ₹3,600 | 47 ₹2,820 | 285 ₹17,100 | 47 ₹2,820 |
| 2.00 | M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregate of granite, trap or Basalt of grading 2 (63 to 40mm size), or of grading 3 (50 to 20 mm size) spread, rolled and consolidated to gradient and camber with 8 to 12 tone power roller, complete all as specified and directed by Engineer-in-charge. | 60 | 10 SQM | 1,600 ₹96,000 | 1,260 ₹75,600 Lowest | 3,200 ₹1,92,000 | 2,050 ₹1,23,000 | 1,307 ₹78,420 | 1,305 ₹78,300 | 1,307 ₹78,420 |
| 3.00 | 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, applying evenly a prime coat of cationic bitumen emulsion (SS-1) conforming to IS : 8887 at a rate of application of 0.70 - 1 kg/sqm on surface of WMM/WBM as specified in table 500-3 of Morth specification for road and bridge work 2013 using mechanical sprayer, complete all as specified and directed by Engineer-in-charge. | 140 | 10 SQM | 310 ₹43,400 | 160 ₹22,400 Lowest | 250 ₹35,000 | 180 ₹25,200 | 197 ₹27,580 | 500 ₹70,000 | 197 ₹27,580 |
| 4.00 | 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 by Engineer-in-charge.
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. | 70 | CUM | 3,300 ₹2,31,000 | 4,850 ₹3,39,500 | 1,100 ₹77,000 Lowest | 7,200 ₹5,04,000 | 4,217 ₹2,95,190 | 6,050 ₹4,23,500 | 4,310 ₹3,01,700 |
| 5.00 | 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 | 310 | 10 SQM | 160 ₹49,600 | 160 ₹49,600 | 180 ₹55,800 | 200 ₹62,000 | 157 ₹48,670 Lowest | 215.6 ₹66,836 | 157 ₹48,670 Lowest |
| 6.00 | 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 by Engineer-in-charge
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. | 310 | 10 SQM | 2,950 ₹9,14,500 | 3,250 ₹10,07,500 | 2,900 ₹8,99,000 Lowest | 4,700 ₹14,57,000 | 3,297 ₹10,22,070 | 3,000 ₹9,30,000 | 3,350 ₹10,38,500 |
| 7.00 | M&L for 2.5 mm thick painting to road surfaces as in lines, dashes, arrows, letters , zebra crossing etc on roads, pavements and like with thermoplastic road marking paint @ 5 kg/Sqm and applying glass beads @ 300 gms/Sqm over painted surfaces while the painted surfaces are hot by mechanical means including cleaning surfaces, complete all as specified and directed by Engineer-in-charge.
(Note. The painting shall be carried out through mechanical appliances by the company's approved applicator).
Note - The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ. | 193 | SQM | 390 ₹75,270 | 385 ₹74,305 Lowest | 400 ₹77,200 | 560 ₹1,08,080 | 397 ₹76,621 | 430 ₹82,990 | 397 ₹76,621 |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
8 Nov 2025, 6:00 pmClosed
CWE BINNAGURI
HQ CWE BINNAGURI, BINNAGURI CANTT, JALPAIGURI, WEST BENGAL, PIN-735232
SPECIAL REPAIRS TO INTERNAL ROAD AT STOCKING WING AT BINNAGURI MIL STN UNDER GE SOUTH BINNAGURI
2025_MES_736074_1
8284/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE SOUTH BINNAGURI
AS PER NIT
8 documents required · 8 mandatory
₹500
GE (S) BINNAGURI
₹48,000
Yes
6 Dec 2025
18 Oct 2025
10 Nov 2025
18 Oct 2025
8 Nov 2025
1 Nov 2025
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area 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 by Engineer-in-charge.
M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregate of granite, trap or Basalt of grading 2 (63 to 40mm size), or of grading 3 (50 to 20 mm size) spread, rolled and consolidated to gradient and camber with 8 to 12 tone power roller, complete all as specified and directed by Engineer-in-charge.
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, applying evenly a prime coat of cationic bitumen emulsion (SS-1) conforming to IS : 8887 at a rate of application of 0.70 - 1 kg/sqm on surface of WMM/WBM as specified in table 500-3 of Morth specification for road and bridge work 2013 using mechanical sprayer, complete all as specified and directed by Engineer-in-charge.
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 by Engineer-in-charge. 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.
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
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 by Engineer-in-charge 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.
M&L for 2.5 mm thick painting to road surfaces as in lines, dashes, arrows, letters , zebra crossing etc on roads, pavements and like with thermoplastic road marking paint @ 5 kg/Sqm and applying glass beads @ 300 gms/Sqm over painted surfaces while the painted surfaces are hot by mechanical means including cleaning surfaces, complete all as specified and directed by Engineer-in-charge. (Note. The painting shall be carried out through mechanical appliances by the company's approved applicator). Note - The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.
M/S SARKAR BROTHERS (BID ID -3466334)
PULAK SAHA (BID ID -3469275)
SUMAN CHAKRABORTY (BID ID -3470310)
M/S SINHA ENTERPRISE (BID ID -3474909)
M/s. PRAVESH KUMAR (BID ID -3467881)
M/S KRITIKA ELECTRICAL (BID ID -3470117)
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