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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.9 LAccepted-AOC 24B JYOTISH ROY ROAD KOLKATA 700053 | KOLKATA | WEST BENGAL | 700053 | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND BEING L1 BIDDER | |
| 2 | L2₹40.3 L+₹2.2 L (5.76%)Rejected-Finance 14 NATIONAL COMMERCE HOUSE BUILDING CHURCH ROAD SILIGURI DAJEELING WEST BENGAL 734001 | DARJEELING | WEST BENGAL | 734001 | L2 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 3 | L3₹42.2 L+₹4.0 L (10.5%)Rejected-Finance BIDHAN PALLY OODLABARI P O MANABARI P S MALBAZAR DIST JALPAIGURI | JALPAIGURI | L3 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 4 | L4₹42.8 L+₹4.6 L (12.2%)Rejected-Finance | L4 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 5 | L5₹47.0 L+₹8.8 L (23.1%)Rejected-Finance | L5 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | RAJIV DEY SARKER L3 | M/S Bikash Saha L6 | KAMALA INDUSTRIES L2 | M/S SINHA ENTERPRISE L1 | RABI BANIK L5 | B K SINGH L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 by Engineer-in-charge. | 8 | 10 SQM | 180 ₹1,440 Lowest | 4,650 ₹37,200 | 500 ₹4,000 | 1,297 ₹10,376 | 1,000 ₹8,000 | 420 ₹3,360 |
| 2.00 | 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. | 80 | 10 SQM | 180 ₹14,400 | 305 ₹24,400 | 100 ₹8,000 Lowest | 127 ₹10,160 | 500 ₹40,000 | 300 ₹24,000 |
| 3.00 | 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. | 60 | CUM | 4,000 ₹2,40,000 | 7,550 ₹4,53,000 | 2,000 ₹1,20,000 Lowest | 3,897 ₹2,33,820 | 6,000 ₹3,60,000 | 7,300 ₹4,38,000 |
| 4.00 | 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. | 80 | 10 SQM | 175 ₹14,000 | 336 ₹26,880 | 150 ₹12,000 Lowest | 227 ₹18,160 | 200 ₹16,000 | 210 ₹16,800 |
| 5.00 | 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. | 623 | 10 SQM | 3,430 ₹21,36,890 Lowest | 3,885 ₹24,20,355 | 4,000 ₹24,92,000 | 3,597 ₹22,40,931 | 3,500 ₹21,80,500 | 3,580 ₹22,30,340 |
| 6.00 | 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 | 623 | 10 SQM | 285 ₹1,77,555 | 141 ₹87,843 Lowest | 150 ₹93,450 | 167 ₹1,04,041 | 300 ₹1,86,900 | 310 ₹1,93,130 |
| 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). | 450 | SQM | 398 ₹1,79,100 | 585 ₹2,63,250 | 400 ₹1,80,000 | 397 ₹1,78,650 Lowest | 500 ₹2,25,000 | 425 ₹1,91,250 |
| 8.00 | Supply and fixing in repair of cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions and complete all as specified and directed by Engineer-in-charge. | 1,546 | EACH | 275 ₹4,25,150 | 350 ₹5,41,100 | 180 ₹2,78,280 Lowest | 207 ₹3,20,022 | 400 ₹6,18,400 | 295 ₹4,56,070 |
| 9.00 | Supply and fix in repair of solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions and complete all as specified and directed by Engineer-in-charge. | 60 | EACH | 1,980 ₹1,18,800 | 875 ₹52,500 Lowest | 1,800 ₹1,08,000 | 1,427 ₹85,620 | 1,200 ₹72,000 | 1,825 ₹1,09,500 |
| 10.00 | Dismantling of stone slabs and tiles laid dry or laid dry and pointed of any description or thickness in floors, approaches, dado/Partitions etc, complete all as per specified and as directed by Engineer-in-charge. | 52.5 | 10 SQM | 271 ₹14,227.5 | 380 ₹19,950 | 50 ₹2,625 Lowest | 127 ₹6,667.5 | 500 ₹26,250 | 390 ₹20,475 |
Tender Value
₹55 L
EMD Value
₹1.1 L
Closing Date
14 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE BINNAGURI
HQ CWE BINNAGURI, BINNAGURI CANTT, JALPAIGURI, WEST BENGAL, PIN-735232
REPAIR AND MAINTENANCE OF ROADS AND PATHS AT VARIOUS LOCATIONS AT BAGRAKOTE MILITARY STATION UNDER GE SEVOKE ROAD
2025_MES_719700_1
8256/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
SEVOKE ROAD MIL STN
AS PER NIT
8 documents required · 8 mandatory
₹1,000
GE SEVOKE ROAD
₹1.1 L
Yes
10 Oct 2025
10 Jul 2025
15 Aug 2025
10 Jul 2025
14 Aug 2025
31 Jul 2025
Amount
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 by Engineer-in-charge.
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 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 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 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 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 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).
Supply and fixing in repair of cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions and complete all as specified and directed by Engineer-in-charge.
Supply and fix in repair of solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions and complete all as specified and directed by Engineer-in-charge.
Dismantling of stone slabs and tiles laid dry or laid dry and pointed of any description or thickness in floors, approaches, dado/Partitions etc, complete all as per specified and as directed by Engineer-in-charge.
M&L for 100 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate) as in sub base of flooring, plinth protection/ footpath/ hardstanding finishing cement concrete surface even and fair, complete all as specified and as directed by Engineer-in-charge.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per specified and as directed by Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as per specified and as directed by Engineer-in-charge. 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.
KAMALA INDUSTRIES (BID ID -3385817)
RAJIV DEY SARKER (BID ID -3390315)
B K SINGH (BID ID -3385474)
RABI BANIK (BID ID -3386425)
M/S Bikash Saha (BID ID -3394279)
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