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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.6 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹55.3 L+₹3.3 L (6.30%)Rejected-Finance DEPOTPARA PO BINNAGURI 735203 DISTT JALPAIGURI W B | JALPAIGURI | WEST BENGAL | 735203 | L2 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 3 | L3₹57.5 L+₹5.5 L (10.6%)Rejected-Finance BANARHAT PO BANARHAT DIST JALPAIGURI PIN 735202 W B | JALPAIGURI | WEST BENGAL | 735202 | L3 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 4 | L4₹62.9 L+₹10.9 L (20.9%)Rejected-Finance 234 4 JC BOSE ROAD KOLKATA | KOLKATA | WEST BENGAL | 700001 | L4 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 5 | Rejected-Technical 14 NATIONAL COMMERCE HOUSE BUILDING CHURCH ROAD SILIGURI DAJEELING WEST BENGAL 734001 | DARJEELING | WEST BENGAL | 734001 | - | Rejected-Technical NOT RECOMMENDED SINCE NO IN WLR FOR THE QE DEC 2025 |
| Sl No | Description | Qty | Unit | SHRI MANOIRANJAN BISWAS L2 | M/S SARKAR BROTHERS L4 | GAJMER WORKS L3 | RABI BANIK L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and depth not exceeding 50 mm including removing stacking and deposing off, complete all as specified and directed by Engineer-in-charge. | 300 | 10 SQM | 235 ₹70,500 | 180 ₹54,000 | 358 ₹1,07,400 | 60 ₹18,000 Lowest |
| 2.00 | Screening road metal, Chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured), complete all as specified and directed by Engineer-in-charge. | 30 | CUM | 325 ₹9,750 | 270 ₹8,100 | 178 ₹5,340 Lowest | 250 ₹7,500 |
| 3.00 | M&L for 15cm thick (in two layers 7.5 cm compacted thickness in each layer) 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. | 280 | 10 SQM | 2,250 ₹6,30,000 | 5,500 ₹15,40,000 | 3,700 ₹10,36,000 | 2,000 ₹5,60,000 Lowest |
| 4.00 | All as serial item No. 3 as above but except material,(material obtained from item no-02), complete all as specified and directed by Engineer-in-charge.
Note : Stone aggregate obtained from respective item of this schedule. | 20 | 10 SQM | 1,250 ₹25,000 | 900 ₹18,000 | 756 ₹15,120 | 200 ₹4,000 Lowest |
| 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, 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. | 300 | 10 SQM | 185 ₹55,500 Lowest | 390 ₹1,17,000 | 514 ₹1,54,200 | 300 ₹90,000 |
| 6.00 | M&L for premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness not less than 50mm and not more than 75mm) using paving bitumen Vg-30 @ 4% (minimum) by the weight of total mix of any pernetration 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. | 160 | CUM | 7,200 ₹11,52,000 | 4,800 ₹7,68,000 Lowest | 7,000 ₹11,20,000 | 7,000 ₹11,20,000 |
| 7.00 | 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 | 655 | 10 SQM | 225 ₹1,47,375 | 280 ₹1,83,400 | 250 ₹1,63,750 | 200 ₹1,31,000 Lowest |
| 8.00 | 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), 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 ashphaltic 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 vartiation in binder plus side shall not be paid extra contrator shall quote accordingly. | 655 | 10 SQM | 3,950 ₹25,87,250 | 4,400 ₹28,82,000 | 3,900 ₹25,54,500 Lowest | 4,000 ₹26,20,000 |
| 9.00 | M&L for Continuous brick edging with burnt clay brick of sub class 'B' old size bricks with width equal to the width of the brick laid dry on end vertically including demolition of old unserviceable brick edging, complete all as specified and directed by Engineer-in-charge. | 300 | RM | 475 ₹1,42,500 | 310 ₹93,000 | 60 ₹18,000 Lowest | 500 ₹1,50,000 |
| 10.00 | 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). | 200 | SQM | 400 ₹80,000 | 480 ₹96,000 | 400 ₹80,000 | 380 ₹76,000 Lowest |
Tender Value
₹68.9 L
EMD Value
₹1.3 L
Closing Date
11 Apr 2026, 6:00 pmClosed
CWE BINNAGURI
HQ CWE BINNAGURI, BINNAGURI CANTT, JALPAIGURI, WEST BENGAL, PIN-735232
SPL REPAIR OF INTERNAL ROAD FROM MAIN GATE, QUARTER GUARD OF HQ 165 MTN BDE TO MT PARK AREA UNDER GE (N) BINNAGURI
2026_MES_757130_1
8357/E8
Open Tender
Civil Works
Item Rate
180 days
GE NORTH BINNAGURI
AS PER NIT
8 documents required · 8 mandatory
₹1,000
GE NORTH BINNAGURI
₹1.3 L
Yes
17 Jun 2026
20 Mar 2026
13 Apr 2026
20 Mar 2026
11 Apr 2026
4 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 not exceeding 50 mm including removing stacking and deposing off, complete all as specified and directed by Engineer-in-charge. | - | 10 SQM | - | - |
| - | Screening road metal, Chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured), complete all as specified and directed by Engineer-in-charge. | - | CUM | - | - |
| - | M&L for 15cm thick (in two layers 7.5 cm compacted thickness in each layer) 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. | - | 10 SQM | - | - |
| - | All as serial item No. 3 as above but except material,(material obtained from item no-02), complete all as specified and directed by Engineer-in-charge.
Note : Stone aggregate obtained from respective item of this schedule. | - | 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 not less than 50mm and not more than 75mm) using paving bitumen Vg-30 @ 4% (minimum) by the weight of total mix of any pernetration 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), 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 ashphaltic 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 vartiation in binder plus side shall not be paid extra contrator shall quote accordingly. | - | 10 SQM | - | - |
| - | M&L for Continuous brick edging with burnt clay brick of sub class 'B' old size bricks with width equal to the width of the brick laid dry on end vertically including demolition of old unserviceable brick edging, complete all as specified and directed by Engineer-in-charge. | - | RM | - | - |
| - | 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 | - | - |
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