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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAccepted-AOC BANKIM CHANDRA ROAD HAKIMPARA SILIGURI DIST DARJEELING PIN 734001 W B | JALPAIGURI | WEST BENGAL | 734001 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹29.1 L+₹24,125.60 (0.84%)Rejected-Finance VILL POST BARANACHINA PS DINHATA DIST COOCH BEHAR 736135 | COOCHBEHAR | WEST BENGAL | 736135 | L2 | Rejected-Finance OTHER THAN BEING L1 BIDDER | |
| 3 | L3₹29.2 L+₹32,346 (1.12%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN BEING L1 BIDDER | |
| 4 | L4₹31.2 L+₹2.3 L (7.96%)Rejected-Finance 234 4 JC BOSE ROAD KOLKATA | KOLKATA | WEST BENGAL | 700001 | L4 | Rejected-Finance OTHER THAN BEING L1 BIDDER |
| Sl No | Description | Qty | Unit | M/s. MD IRSHAD L1 | M/S SARKAR BROTHERS L4 | PULAK SAHA L2 | RABI BANIK L3 |
|---|---|---|---|---|---|---|---|
| 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. | 22 | 10 SQM | 200 ₹4,400 | 140 ₹3,080 | 47 ₹1,034 Lowest | 100 ₹2,200 |
| 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), 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. | 22 | 10 SQM | 2,000 ₹44,000 | 2,800 ₹61,600 | 1,497 ₹32,934 | 1,300 ₹28,600 Lowest |
| 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. | 180 | 10 SQM | 280 ₹50,400 | 340 ₹61,200 | 217 ₹39,060 Lowest | 220 ₹39,600 |
| 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. | 90 | CUM | 6,000 ₹5,40,000 | 5,200 ₹4,68,000 Lowest | 6,117 ₹5,50,530 | 6,500 ₹5,85,000 |
| 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 spraye after cleaning of existing surface by air compressor to remove all loose dirt etc., complete all as specified and directed by Engineer-in-charge | 404.8 | 10 SQM | 280 ₹1,13,344 | 190 ₹76,912 Lowest | 217 ₹87,841.6 | 200 ₹80,960 |
| 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. | 404.8 | 10 SQM | 3,600 ₹14,57,280 Lowest | 4,400 ₹17,81,120 | 3,997 ₹16,17,985.6 | 3,700 ₹14,97,760 |
| 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 applicatior). | 230 | SQM | 450 ₹1,03,500 | 530 ₹1,21,900 | 467 ₹1,07,410 | 400 ₹92,000 Lowest |
| 8.00 | S&F of Bi-directional Abrasion resistant Raised pavement markers made out of micro prismatic tough polycarbonate lens of approved colour, Engineered thermoplastic body and fixed on the road with Epoxy including making good the disturbed portion of the road, complete all as specified and directed. | 480 | EACH | 300 ₹1,44,000 | 220 ₹1,05,600 | 217 ₹1,04,160 Lowest | 280 ₹1,34,400 |
| 9.00 | Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 29.6 | CUM | 500 ₹14,800 | 670 ₹19,832 | 367 ₹10,863.2 Lowest | 500 ₹14,800 |
| 10.00 | M&L for 75 mm thick PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in plinth protection/ footpath/ steps finished cement concrete surface even & fair etc including necessary form work complete all as specified and as directed. | 200 | SQM | 400 ₹80,000 | 430 ₹86,000 | 367 ₹73,400 Lowest | 625 ₹1,25,000 |
Tender Value
₹36.8 L
EMD Value
₹73,580
Closing Date
28 Apr 2026, 6:00 pmClosed
CWE BINNAGURI
HQ CWE BINNAGURI, BINNAGURI CANTT, JALPAIGURI, WEST BENGAL, PIN-735232
SPL REPAIR TO ROAD OF MT GARAGE OF 520 ASC BN UNDER GE SOUTH BINNAGURI
2026_MES_759434_1
8355/E8
Open Tender
Civil Works
Item Rate
90 days
GE SOUTH BINNAGURI
AS PER NIT
8 documents required · 8 mandatory
₹500
GE SOUTH BINNAGURI
₹73,580
Yes
18 May 2026
7 Apr 2026
30 Apr 2026
7 Apr 2026
28 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. 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. | - | 10 SQM | - | - |
| - | M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregate of granite, trap or Basalt of grading 2 (63 to 40mm 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. | - | 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, 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. | - | 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 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. | - | CUM | - | - |
| - | 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 spraye 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 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. | - | 10 SQM | - | - |
| - | 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 applicatior). | - | SQM | - | - |
| - | S&F of Bi-directional Abrasion resistant Raised pavement markers made out of micro prismatic tough polycarbonate lens of approved colour, Engineered thermoplastic body and fixed on the road with Epoxy including making good the disturbed portion of the road, complete all as specified and directed. | - | EACH | - | - |
| - | Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. | - | CUM | - | - |
| - | M&L for 75 mm thick PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in plinth protection/ footpath/ steps finished cement concrete surface even & fair etc including necessary form work complete all as specified and as directed. | - | SQM | - | - |
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