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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.6 LAccepted-AOC NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | L1 | Accepted-AOC AOC | |
| 2 | L2₹57.8 L+₹1.2 L (2.06%)Rejected-Finance 1 AMBEWADI LBS MARG VIKHROLI WEST MUMBAI MAHARASHTRA 400083 | MUMBAI SUBURBAN | MAHARASHTRA | 400083 | L2 | Rejected-Finance Other than being lowest | |
| 3 | L3₹58.6 L+₹1.9 L (3.39%)Rejected-Finance B BLOCK 2 3 RAM BACHAN V B NAGAR PIPE ROAD KURLA W MUMBAI 400070 | MUMBAI SUBURBAN | MAHARASHTRA | 400070 | L3 | Rejected-Finance Other than being lowest | |
| 4 | L4₹58.7 L+₹2.1 L (3.62%)Rejected-Finance FLAT NO 002 MAHAVIR VILLA CHS LTD PLOT NO 259 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L4 | Rejected-Finance Other than being lowest | |
| 5 | L5₹63.2 L+₹6.6 L (11.6%)Rejected-Finance BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | L5 | Rejected-Finance Other than being lowest |
| Sl No | Description | Qty | Unit | RAJENDRA CONSTRUCTION L4 | Genius Construction Co. L3 | M/s Reena Constructions L2 | m/s ashoka enterprises L7 | RS Enterprises L5 | ASHOK CONSTRUCTION L1 | Bharat Construction Company (Bombay) L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Repairs to potholes any depth, n.exc 1 sqm each incl sweeping free from dust and mud, or water, scoring sunken surface in roads,cutting around edges to at least 25 mm in depth, making good by applying tack coat with bituminous primer (paving grade bitumen VG-10 grade) at 10 Kg per 10 Sqm making good by filling in bituminous macadam consolidation and well ramming complete all as specified and directed by Engr-in-charge | 3 | X Sqm | 2,000 ₹6,000 | 1,000 ₹3,000 Lowest | 3,000 ₹9,000 | 2,500 ₹7,500 | 1,000 ₹3,000 Lowest | 1,800 ₹5,400 | 10,200 ₹30,600 |
| 2.00 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed. | 1,380 | X Sqm | 100 ₹1,38,000 | 30 ₹41,400 Lowest | 30 ₹41,400 Lowest | 50 ₹69,000 | 50 ₹69,000 | 60 ₹82,800 | 306 ₹4,22,280 |
| 3.00 | Material and labour Applying evenly a priming/tack coat with bituminous primer (paving grade bitumen VG-10 grade) at 5 Kgs per 10sqm using paving bitumen on black top surfaces complete all as specified and directed by Engr-in-charge | 750 | X Sqm | 331 ₹2,48,250 | 175 ₹1,31,250 Lowest | 275 ₹2,06,250 | 250 ₹1,87,500 | 250 ₹1,87,500 | 200 ₹1,50,000 | 183.6 ₹1,37,700 |
| 4.00 | Material and labour Bituminous premix Asphaltic semi dense concrete 40 mm consolidated thickness with 6% binder content by weight of total mix, (paving bitumen VG-30) rolled & consolidated to required camber and gradient complete all as specified and directed by Engr-in-charge
Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹60 per kg. No claim whatsoever shall be made for adjustment in plus side. | 1,380 | X Sqm | 3,699 ₹51,04,620 | 3,740 ₹51,61,200 | 3,737 ₹51,57,060 | 4,500 ₹62,10,000 | 4,000 ₹55,20,000 | 3,538 ₹48,82,440 | 2,478.6 ₹34,20,468 Lowest |
| 5.00 | Material and labour for premix bituminous macadam consolidated any thickness by using paving bitumen VG-30 grade with binder content @ 4% by weight of total mix, laying with mechanical paver, rolled and compacted to required camber and gradient by using 8 to 10 tonne capacity power roller complete all as specified and directed. | 3 | Cum | 6,500 ₹19,500 | 5,000 ₹15,000 | 7,500 ₹22,500 | 5,000 ₹15,000 | 12,000 ₹36,000 | 4,300 ₹12,900 Lowest | 61,200 ₹1,83,600 |
| 6.00 | S & F rubberized speed check system (Speed Retarders) square pieces of size 340 mm x 250 mm & 50 mm height of black & yellow combination with reflectors on both sides, fixed in position with adhesive & nails as per manufactures instructions including end caps on both ends. | 20 | RM | 1,001 ₹20,020 | 2,000 ₹40,000 | 500 ₹10,000 Lowest | 2,000 ₹40,000 | 1,000 ₹20,000 | 1,800 ₹36,000 | 30,600 ₹6,12,000 |
| 7.00 | Supply and fixing in repairs 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 as directed by EIC. | 170 | Each | 251 ₹42,670 | 170 ₹28,900 | 170 ₹28,900 | 250 ₹42,500 | 250 ₹42,500 | 160 ₹27,200 Lowest | 2,142 ₹3,64,140 |
| 8.00 | S & F solar road studs of size not less than 125X 125 X 25 mm made of weather resistance aluminium alloy and poly carbonate material electronically welded micro- prismatic lens with abrasion resistant coating as approved by the Engineer in charge. The cats eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35⁰ ± 5⁰ to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM E: 809 as recommended in BS: 873 part 4 :1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. The solar panel shall be high efficiency mono crystalline 2.5 V/60 m A and the battery shall be one Ni-mh type (1.2 V/1200 m Ah) high temp for backup of 36 hours full charging. The flash frequency shall be 60 ± 5 times per minute. | 150 | Each | 901 ₹1,35,150 | 1,000 ₹1,50,000 | 900 ₹1,35,000 Lowest | 2,500 ₹3,75,000 | 1,800 ₹2,70,000 | 1,670 ₹2,50,500 | 3,151.8 ₹4,72,770 |
| 9.00 | S&F MS Delineator SVD-3, 1200mm long, 75mm dia M.S. pipe medium grade, with HIP 75mm around. Three strip and with mesh, with yellow, green, red HI reflective tape including vertical MS pipe, post holes, PCC bedding of size 45x45x60 cm, synthetic enamel painting etc all as specified & as directed by Engr-in-Charge | 10 | Each | 801 ₹8,010 | 1,200 ₹12,000 | 900 ₹9,000 | 1,000 ₹10,000 | 1,200 ₹12,000 | 650 ₹6,500 Lowest | 51,000 ₹5,10,000 |
| 10.00 | S & F polycarbonate Convex mirror of dia 80 cm including vertical MS pipe, post holes, excavation & RFR and PCC bedding of size 45x45x90 cm, synthetic enamel painting etc all as specified & as directed by Engr-in-Charge etc fixed in repairs. | 1 | Each | 10,001 ₹10,001 | 5,500 ₹5,500 | 4,500 ₹4,500 Lowest | 5,000 ₹5,000 | 5,000 ₹5,000 | 6,000 ₹6,000 | 61,200 ₹61,200 |
Tender Value
₹98 L
EMD Value
₹1.7 L
Closing Date
3 Nov 2025, 6:00 pmClosed
CWE (NW) Mumbai
CWE (NW) Mumbai
REPAIR/MAINT OF ROAD INCL ROAD FURNITURE UNDER AGE B/R I AND II AT NAVAL DOCKYARD MUMBAI
2025_MES_734080_1
8490/CWE(NW)Mumbai/E8
Open Tender
Civil Works
Item Rate
180 days
GE (NW) Kunjali
Class C and Category a(v)
7 documents required · 7 mandatory
₹1,000
GE (NW) Kunjali
₹1.7 L
Yes
29 Jan 2026
7 Oct 2025
5 Nov 2025
7 Oct 2025
3 Nov 2025
29 Oct 2025
7 Oct 2025 - 27 Oct 2025
Amount
Repairs to potholes any depth, n.exc 1 sqm each incl sweeping free from dust and mud, or water, scoring sunken surface in roads,cutting around edges to at least 25 mm in depth, making good by applying tack coat with bituminous primer (paving grade bitumen VG-10 grade) at 10 Kg per 10 Sqm making good by filling in bituminous macadam consolidation and well ramming complete all as specified and directed by Engr-in-charge
Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed.
Material and labour Applying evenly a priming/tack coat with bituminous primer (paving grade bitumen VG-10 grade) at 5 Kgs per 10sqm using paving bitumen on black top surfaces complete all as specified and directed by Engr-in-charge
Material and labour Bituminous premix Asphaltic semi dense concrete 40 mm consolidated thickness with 6% binder content by weight of total mix, (paving bitumen VG-30) rolled & consolidated to required camber and gradient complete all as specified and directed by Engr-in-charge Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹60 per kg. No claim whatsoever shall be made for adjustment in plus side.
Material and labour for premix bituminous macadam consolidated any thickness by using paving bitumen VG-30 grade with binder content @ 4% by weight of total mix, laying with mechanical paver, rolled and compacted to required camber and gradient by using 8 to 10 tonne capacity power roller complete all as specified and directed.
S & F rubberized speed check system (Speed Retarders) square pieces of size 340 mm x 250 mm & 50 mm height of black & yellow combination with reflectors on both sides, fixed in position with adhesive & nails as per manufactures instructions including end caps on both ends.
Supply and fixing in repairs 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 as directed by EIC.
S & F solar road studs of size not less than 125X 125 X 25 mm made of weather resistance aluminium alloy and poly carbonate material electronically welded micro- prismatic lens with abrasion resistant coating as approved by the Engineer in charge. The cats eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35⁰ ± 5⁰ to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM E: 809 as recommended in BS: 873 part 4 :1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. The solar panel shall be high efficiency mono crystalline 2.5 V/60 m A and the battery shall be one Ni-mh type (1.2 V/1200 m Ah) high temp for backup of 36 hours full charging. The flash frequency shall be 60 ± 5 times per minute.
S&F MS Delineator SVD-3, 1200mm long, 75mm dia M.S. pipe medium grade, with HIP 75mm around. Three strip and with mesh, with yellow, green, red HI reflective tape including vertical MS pipe, post holes, PCC bedding of size 45x45x60 cm, synthetic enamel painting etc all as specified & as directed by Engr-in-Charge
S & F polycarbonate Convex mirror of dia 80 cm including vertical MS pipe, post holes, excavation & RFR and PCC bedding of size 45x45x90 cm, synthetic enamel painting etc all as specified & as directed by Engr-in-Charge etc fixed in repairs.
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm 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 specified and directed by EIC.
Material and labour Applying evenly a priming/tack coat with bituminous primer (paving grade bitumen VG-10 grade) at 10 Kgs per 10sqm using paving bitumen on black top surfaces complete all as specified and directed by Engr-in-charge
M/s Reena Constructions (BID ID -3464645)
Genius Construction Co. (BID ID -3463940)
RAJENDRA CONSTRUCTION (BID ID -3471116)
RS Enterprises (BID ID -3466135)
Bharat Construction Company (Bombay) (BID ID -3465785)
m/s ashoka enterprises (BID ID -3465645)
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