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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹19.7 LAccepted-AOC NOT AVAILABLE | 1st | Accepted-AOC The M/s Jagdish Singh Furniture is L1 bidder accepted pl. | |
| 2 | 2nd₹22.3 L+₹2.3 L (11.5%)Rejected-Finance | 2nd | Rejected-Finance Not Being L1 | |
| 3 | 3rd₹23.9 L+₹3.9 L (19.6%)Rejected-Finance B BLOCK 2 3 RAM BACHAN V B NAGAR PIPE ROAD KURLA W MUMBAI 400070 | MUMBAI SUBURBAN | MAHARASHTRA | 400070 | 3rd | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | Genius Construction Co. L3 | Colaba Group Works L2 | SHREE JAGDISH FURNITURE CO. L1 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS:8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MORTH specification for road and bridge works 2013, using mechanical sprayer including cleaning of existing surface complete all as specified and directed by Engr-in-charge. | 200 | 10 Sqm | 240 ₹48,000 | 120 ₹24,000 Lowest | 227 ₹45,400 |
| 2.00 | M&L for Bituminous premixed asphaltic semi-dense concrete 40mm thick (consolidated thickness) with 5.5% binder (Paving bituminous VG-30 Grd) content by weight of total mix and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as specified and directed by Engr-in-charge.
Note : Repair of road to be carried out in Patches. | 200 | 10 Sqm | 5,500 ₹11,00,000 | 4,800 ₹9,60,000 | 3,900 ₹7,80,000 Lowest |
| 3.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm and not exceding 50 mm deep including applying evenly a priming tack coat of cutback bitumen RC- 70 217 at a rate of application of 0.2-0.3 kg/sqm on bituminous as specified in Table 500-5 of MORTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engr-in-charge. | 60 | 10 Sqm | 100 ₹6,000 Lowest | 120 ₹7,200 | 2,700 ₹1,62,000 |
| 4.00 | M&L for premix bituminous macadam with 4.5% binder content (paving bitumen VG-30) by weight of total mix by hot mix process laid/ rolled and compacted to required gradient and camber consolidated thickness 75 mm or less complete all as specified and directed by Engr-in-charge. | 27 | Cum | 7,500 ₹2,02,500 | 7,800 ₹2,10,600 | 2,875 ₹77,625 Lowest |
| 5.00 | M&L for Bituminous premixed asphaltic semi-dense concrete 40mm thick (consolidated thickness) with 5.5% binder (Paving bituminous VG-30 Grd) content by weight of total mix and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient and applying evenly a priming tack coat of cutback bitumen RC- 70 217 at a rate of application of 0.2-0.3 kg/sqm on bituminous as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engr-in-charge. | 60 | 10 Sqm | 5,000 ₹3,00,000 | 4,850 ₹2,91,000 | 4,165 ₹2,49,900 Lowest |
| 6.00 | M&L for marking 2.5mm thick center line, stop line, dashes, arrows, brackets and similar work on road surfaces and like not exceeding 15cm wide as per IRC pattern with thermo plastic paint of approved make and mix with 8% mica sign applicator machine, complete with traffic diversion arrangement. For example : Painting work on Zebra crossings, speed brakers etc. complete all as specified and directed by Engr-in-charge. (Make-CMS Bombay/Shivalik/Prime-Chandigarh /Ritacto-Meerut/SN Industries-Delhi). | 120 | Sqm | 500 ₹60,000 | 420 ₹50,400 | 185 ₹22,200 Lowest |
| 7.00 | S&F in repairs cat eye solar reflective type of metal body alloy of size 100mmx 100mmx 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and directed by Engr-in-charge. Make: Dark Eye/Cat Eye/3M | 60 | Each | 150 ₹9,000 Lowest | 320 ₹19,200 | 365 ₹21,900 |
| 8.00 | S&F in repairs, Solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mmx 125mmx 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.30 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd as per manufactures instructions etc. complete all as specified and directed by Engr-in-charge. Make : Dark Eye/Cat Eye/3M | 60 | Each | 1,800 ₹1,08,000 | 1,680 ₹1,00,800 Lowest | 1,785 ₹1,07,100 |
| 9.00 | S&F in repair, metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1, complete all as specified and directed. NOTE : Dealineator to be of Solar type or as directed by Eng-in-charge. Make : Dark Eye/Cat Eye/3M | 30 | Each | 1,150 ₹34,500 | 1,480 ₹44,400 | 647 ₹19,410 Lowest |
| 10.00 | Demolition of cement concrete in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified and directed by Engr-in-charge. | 26.22 | Cum | 300 ₹7,867.5 Lowest | 650 ₹17,046.25 | 310 ₹8,129.75 |
Tender Value
₹24.3 L
EMD Value
₹48,600
Closing Date
4 Apr 2026, 6:00 pmClosed
Shri Vinay Kumar, IDSE, SE (SAG), CWE
HQ Commander Works Engineer (Army) Mumbai, 24 Assaye Building Colaba, Mumbai-05
SPECIAL REPAIR TO ROAD AND ROAD FURNITURE NEAR BLDG NO P-14, P-47 AND P-48 UNDER GE WEST COLABA, MUMBAI
2026_MES_756296_1
85296/W/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
Colaba
As per NIT and tender documents
8 documents required · 8 mandatory
₹500
GE WEST COLABA MUMBAI
₹48,600
4 Jul 2026
14 Mar 2026
6 Apr 2026
14 Mar 2026
4 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS:8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MORTH specification for road and bridge works 2013, using mechanical sprayer including cleaning of existing surface complete all as specified and directed by Engr-in-charge. | 200 | 10 Sqm | - | - |
| 2 | M&L for Bituminous premixed asphaltic semi-dense concrete 40mm thick (consolidated thickness) with 5.5% binder (Paving bituminous VG-30 Grd) content by weight of total mix and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as specified and directed by Engr-in-charge.
Note : Repair of road to be carried out in Patches. | 200 | 10 Sqm | - | - |
| 3 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm and not exceding 50 mm deep including applying evenly a priming tack coat of cutback bitumen RC- 70 217 at a rate of application of 0.2-0.3 kg/sqm on bituminous as specified in Table 500-5 of MORTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engr-in-charge. | 60 | 10 Sqm | - | - |
| 4 | M&L for premix bituminous macadam with 4.5% binder content (paving bitumen VG-30) by weight of total mix by hot mix process laid/ rolled and compacted to required gradient and camber consolidated thickness 75 mm or less complete all as specified and directed by Engr-in-charge. | 27 | Cum | - | - |
| 5 | M&L for Bituminous premixed asphaltic semi-dense concrete 40mm thick (consolidated thickness) with 5.5% binder (Paving bituminous VG-30 Grd) content by weight of total mix and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient and applying evenly a priming tack coat of cutback bitumen RC- 70 217 at a rate of application of 0.2-0.3 kg/sqm on bituminous as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engr-in-charge. | 60 | 10 Sqm | - | - |
| 6 | M&L for marking 2.5mm thick center line, stop line, dashes, arrows, brackets and similar work on road surfaces and like not exceeding 15cm wide as per IRC pattern with thermo plastic paint of approved make and mix with 8% mica sign applicator machine, complete with traffic diversion arrangement. For example : Painting work on Zebra crossings, speed brakers etc. complete all as specified and directed by Engr-in-charge. (Make-CMS Bombay/Shivalik/Prime-Chandigarh /Ritacto-Meerut/SN Industries-Delhi). | 120 | Sqm | - | - |
| 7 | S&F in repairs cat eye solar reflective type of metal body alloy of size 100mmx 100mmx 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and directed by Engr-in-charge. Make: Dark Eye/Cat Eye/3M | 60 | Each | - | - |
| 8 | S&F in repairs, Solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mmx 125mmx 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.30 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd as per manufactures instructions etc. complete all as specified and directed by Engr-in-charge. Make : Dark Eye/Cat Eye/3M | 60 | Each | - | - |
| 9 | S&F in repair, metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1, complete all as specified and directed. NOTE : Dealineator to be of Solar type or as directed by Eng-in-charge. Make : Dark Eye/Cat Eye/3M | 30 | Each | - | - |
| 10 | Demolition of cement concrete in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified and directed by Engr-in-charge. | 26.22 | Cum | - | - |
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