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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.2 LAccepted-AOC 11 A KUTCHERY ROAD BALUGANJ AGRA 282001 UP | AGRA | UTTAR PRADESH | 282001 | L1 | Accepted-AOC AOC | |
| 2 | L2₹58.1 L+₹1.5 L (2.74%)Rejected-Finance 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400708 | THANE | MAHARASHTRA | 400708 | L2 | Rejected-Finance L2 | |
| 3 | L3₹58.2 L+₹1.7 L (2.96%)Rejected-Finance 1 AMBEWADI LBS MARG VIKHROLI WEST MUMBAI MAHARASHTRA 400083 | MUMBAI SUBURBAN | MAHARASHTRA | 400083 | L3 | Rejected-Finance L3 | |
| 4 | L4₹62.0 L+₹5.5 L (9.67%)Rejected-Finance BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | L4 | Rejected-Finance L4 | |
| 5 | L5₹63.8 L+₹7.2 L (12.8%)Rejected-Finance INDEX NO D 91 CESC PUNE R NO 15 6 10 JAISWAR CHAWL JAGRUTI MITRA MANDAL D M ROAD VAKOLA SANTACRUZ E MUMBAI 400055 | MUMBAI SUBURBAN | MAHARASHTRA | 400055 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | RAJENDRA CONSTRUCTION L6 | Nexus Infratech L7 | M/s Reena Constructions L3 | RS Enterprises L4 | m/s ashoka enterprises L5 | MUKESH CONSTRUCTION CO L2 | R.C. Magla and Co. L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for repairs to potholes any depth n.exc 1.0 sqm each including sweeping free from dust and mud, or waterscouring sunken surfaces in road path etc then laying of patchmate material into the pothole and then compacting the layer using power 8 to 10 tonne capacity (vibratory system as low & high) all as specified and directed. | 3.87 | Cum | 10,000 ₹38,700 | 4,500 ₹17,415 | 3,000 ₹11,610 | 2,000 ₹7,740 | 2,000 ₹7,740 | 5,400 ₹20,898 | 600 ₹2,322 Lowest |
| 2.00 | M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm and depth exc 50 mm and n exc 100mm depth & removing the waste material out of MOD land complete all as specified and directed by EIC | 30 | 10 Sqm | 200 ₹6,000 | 700 ₹21,000 | 400 ₹12,000 | 100 ₹3,000 | 20 ₹600 | 27 ₹810 | 10 ₹300 Lowest |
| 3.00 | Laying and compacting 75 mm thick with mechanical paver (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed by EIC.
Note :- Gradation with all tests of aggregates for GSB Grade II to be obtained through Govt approved lab/ Engineering college/ NAtional Test House/ NABL approved lab prior to the execution of work and cost of sample, handling, transportation and actual testing charges will be borne by the contractor directly. | 30 | 10 Sqm | 4,500 ₹1,35,000 | 3,600 ₹1,08,000 | 3,000 ₹90,000 | 1,500 ₹45,000 Lowest | 2,200 ₹66,000 | 4,005 ₹1,20,150 | 2,000 ₹60,000 |
| 4.00 | M&L for preparing of surfaces of granular sub base (GSB) by brushing with wire brushes for removing caked, mud etc sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 30 | 10 Sqm | 200 ₹6,000 | 1,890 ₹56,700 | 50 ₹1,500 | 50 ₹1,500 | 20 ₹600 | 4,005 ₹1,20,150 | 10 ₹300 Lowest |
| 5.00 | M& L for applying evenly a tack coat with paving bitumen VG-10 @ 10 Kg per 10 Sqm with sprayer over granular sub base (GSB) etc complete all as specified and directed.(Make : HINCOL, IOCL or equivalent ) | 30 | 10 Sqm | 500 ₹15,000 | 800 ₹24,000 | 500 ₹15,000 | 300 ₹9,000 | 200 ₹6,000 | 144 ₹4,320 | 100 ₹3,000 Lowest |
| 6.00 | M & L as in repair for premix bituminous macadam of consolidated thickness averaging 50mm to 75mm, with 4% binder content (paving bitumen of grade VG-30) by weight of total mix prepared in hot mix plant, laying of mix with self propelled sensor based paver, duly rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and vibrating roller (low & high vibratory system) etc complete all as specified and directed.
Notes: The contractor's quoted rates shall also be deemed to include the following elements. (i)The contractor shall get the mix design done through Govt. approved lab / Engineering College/ National Test House/ NABL approved lab prioir to the execution of work and the same shall be got approved from GE before providing BM.(ii). In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.46.5 per Kg. | 20 | Cum | 7,000 ₹1,40,000 | 7,500 ₹1,50,000 | 7,000 ₹1,40,000 | 5,750 ₹1,15,000 | 9,000 ₹1,80,000 | 3,600 ₹72,000 | 1,000 ₹20,000 Lowest |
| 7.00 | M & L Bituminous premixed semi dense ashphaltic concrete 40mm consolidated thickness with 5.5% binder content (paving bitumen VG-30 grade) by weight of total mix prepared in hot mix plant, laying of mix with self propelled sensor based paver, the surfaces rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and tandem vibrating roller (low & high vibratory system) complete all as specified and directed.
Notes: The contractor's quoted rates shall also be deemed to include the following elements. (i)The contractor shall get the mix design done through Govt. approved lab / Engineering College/ National Test House/ NABL approved lab prioir to the execution of work and the same shall be got approved from GE before providing BM.(ii). In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.46.5 per Kg. | 1,270 | 10 Sqm | 3,600 ₹45,72,000 | 4,555 ₹57,84,850 | 3,600 ₹45,72,000 | 3,800 ₹48,26,000 | 3,900 ₹49,53,000 | 3,420 ₹43,43,400 Lowest | 3,795 ₹48,19,650 |
| 8.00 | M&L for preparing surfaces of existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed by Engineer-in- Charge | 1,240 | 10 Sqm | 100 ₹1,24,000 | 75 ₹93,000 | 20 ₹24,800 | 50 ₹62,000 | 20 ₹24,800 | 27 ₹33,480 | 10 ₹12,400 Lowest |
| 9.00 | M& L for applying evenly a tack coat with paving bitumen VG-10 @ 5 Kg per 10 Sqm with sprayer over existing black top surface etc complete all as specified and directed.(Make : HINCOL, IOCL or equivalent ) | 1,240 | 10 Sqm | 350 ₹4,34,000 | 680 ₹8,43,200 | 150 ₹1,86,000 | 250 ₹3,10,000 | 175 ₹2,17,000 | 144 ₹1,78,560 | 100 ₹1,24,000 Lowest |
| 10.00 | M&L for preparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashed, arrows etc. and the like n. exc 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as sprcified and directed. | 4,500 | RM | 70 ₹3,15,000 | 58 ₹2,61,000 | 40 ₹1,80,000 | 40 ₹1,80,000 | 55 ₹2,47,500 | 72 ₹3,24,000 | 15 ₹67,500 Lowest |
Tender Value
₹95 L
EMD Value
₹1.7 L
Closing Date
23 Oct 2025, 6:00 pmClosed
CWE (SUBS) MUMBAI
Commander Works Engineer Subs NCHC Powai Bhandup Post Office Mumbai 400 078
REPAIRS TO INTERNAL ROAD, BERM, FOOTPATH AND ROAD SIDE FURNITURE UNDER AGE B/R SEWRI
2025_MES_732708_1
8802/E8
Open Tender
Civil Works - Roads
Works
365 days
AGE B/R SEWRI UNDER GE (NW) MANKHURD
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (NW) MANKHURD
₹1.7 L
29 Nov 2025
26 Sept 2025
25 Oct 2025
26 Sept 2025
23 Oct 2025
16 Oct 2025
Amount
M&L for repairs to potholes any depth n.exc 1.0 sqm each including sweeping free from dust and mud, or waterscouring sunken surfaces in road path etc then laying of patchmate material into the pothole and then compacting the layer using power 8 to 10 tonne capacity (vibratory system as low & high) all as specified and directed.
M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm and depth exc 50 mm and n exc 100mm depth & removing the waste material out of MOD land complete all as specified and directed by EIC
Laying and compacting 75 mm thick with mechanical paver (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed by EIC. Note :- Gradation with all tests of aggregates for GSB Grade II to be obtained through Govt approved lab/ Engineering college/ NAtional Test House/ NABL approved lab prior to the execution of work and cost of sample, handling, transportation and actual testing charges will be borne by the contractor directly.
M&L for preparing of surfaces of granular sub base (GSB) by brushing with wire brushes for removing caked, mud etc sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed.
M& L for applying evenly a tack coat with paving bitumen VG-10 @ 10 Kg per 10 Sqm with sprayer over granular sub base (GSB) etc complete all as specified and directed.(Make : HINCOL, IOCL or equivalent )
M & L as in repair for premix bituminous macadam of consolidated thickness averaging 50mm to 75mm, with 4% binder content (paving bitumen of grade VG-30) by weight of total mix prepared in hot mix plant, laying of mix with self propelled sensor based paver, duly rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and vibrating roller (low & high vibratory system) etc complete all as specified and directed. Notes: The contractor's quoted rates shall also be deemed to include the following elements. (i)The contractor shall get the mix design done through Govt. approved lab / Engineering College/ National Test House/ NABL approved lab prioir to the execution of work and the same shall be got approved from GE before providing BM.(ii). In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.46.5 per Kg.
M & L Bituminous premixed semi dense ashphaltic concrete 40mm consolidated thickness with 5.5% binder content (paving bitumen VG-30 grade) by weight of total mix prepared in hot mix plant, laying of mix with self propelled sensor based paver, the surfaces rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and tandem vibrating roller (low & high vibratory system) complete all as specified and directed. Notes: The contractor's quoted rates shall also be deemed to include the following elements. (i)The contractor shall get the mix design done through Govt. approved lab / Engineering College/ National Test House/ NABL approved lab prioir to the execution of work and the same shall be got approved from GE before providing BM.(ii). In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.46.5 per Kg.
M&L for preparing surfaces of existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed by Engineer-in- Charge
M& L for applying evenly a tack coat with paving bitumen VG-10 @ 5 Kg per 10 Sqm with sprayer over existing black top surface etc complete all as specified and directed.(Make : HINCOL, IOCL or equivalent )
M&L for preparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashed, arrows etc. and the like n. exc 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as sprcified and directed.
M&L as in repair for preparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashed, arrows etc. and the like n. exc 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as sprcified and directed.
S&F as in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20 mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions
S&F as in repairs solar cat eye aluminium alloy shall 100% water proofing design according to 65) of size 125mm x 125mm x 25 mm (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 etc. all as specified and directed
S&F as in repairs 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
S&F as in repairs Poly carbonate convex mirror outdoor type 1000mm dia made out fibre alongwith bracket and fixing the MS pipe embedded in PCC 1:2:4 type B1 using 20mm graded stone aggregate concrete complete all as specified and directed. Make of poly carbonate convex mirror is DARK EYE/Frontier polymers Pvt Ltd or equivalent etc complete all as specified and directed by Engineer in charge.
M&L for providing PCC 1:4:8 type D2 (40mm graded aggregate) as sub base 75mm thick including demolition of old concrete of any description and removing debris outside MD land upto requisite distance complete all as specified and directed.
M&L Machine pressed precast concrete interlocking paver block Coloured any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade over and including 25 mm thick sand cushion including demolition of old interlocking tiles of any type or size and removing debris outside MD land upto requisite distance complete all as specified
M&L for 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 including demolition of old kerb stone and removing debris outside MD land upto requisite distance complete all as specified and directed by EIC.
MUKESH CONSTRUCTION CO (BID ID -3457764)
M/s Reena Constructions (BID ID -3456032)
RS Enterprises (BID ID -3457445)
m/s ashoka enterprises (BID ID -3457668)
RAJENDRA CONSTRUCTION (BID ID -3457805)
Nexus Infratech (BID ID -3455832)
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