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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₹28.1 LAccepted-AOC 3 M S SATGURU ENTERPRISES VISHWAKARMA DHARAMSHALA HISAR HARYANA 125001 | HISAR | HARYANA | 125001 | L1 | Accepted-AOC AOC | |
| 2 | L2₹30.8 L+₹2.7 L (9.63%)Rejected-Finance BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | L2 | Rejected-Finance Other Than Being Lowest | |
| 3 | L3₹31.4 L+₹3.3 L (11.9%)Rejected-Finance NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | L3 | Rejected-Finance Other Than Being Lowest | |
| 4 | L4₹32.3 L+₹4.2 L (15.1%)Rejected-Finance FLAT NO 002 MAHAVIR VILLA CHS LTD PLOT NO 259 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | NAVI MUMBAI | THANE | MAHARASHTRA | 400706 | L4 | Rejected-Finance Other Than Being Lowest | |
| 5 | L5₹32.8 L+₹4.7 L (16.7%)Rejected-Finance B BLOCK 2 3 RAM BACHAN V B NAGAR PIPE ROAD KURLA W MUMBAI 400070 | MUMBAI SUBURBAN | MAHARASHTRA | 400070 | L5 | Rejected-Finance Other Than Being Lowest |
| Sl No | Description | Qty | Unit | RAJENDRA CONSTRUCTION L4 | Genius Construction Co. L5 | RS Enterprises L2 | m/s ashoka enterprises L6 | ASHOK CONSTRUCTION L3 | SATGURU ENTERPRISE L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or packing gravelled, macadam or bituminioussurfaces in area n.exc.400 Sqm and depth exc 50 mm & n.exc 150 mm deep including removal from ste of work complete all as specified and directed. | 18 | X Sqm | 1,000 ₹18,000 | 81 ₹1,458 | 2,000 ₹36,000 | 50 ₹900 Lowest | 150 ₹2,700 | 1,000 ₹18,000 |
| 2.00 | Material & Labour for Wet Mix macadam 75 mm thik (compackted thickness) mixture of graded aggrgate ( granite, trap or basalt) with stone dust and cement @ 2% spread rolled and consolidating to requied gradient and camber using power roller exceeding 8 ton and not exc 12 ton capacity . complete all as specified and as directed. | 18 | X Sqm | 4,900 ₹88,200 | 4,000 ₹72,000 | 1,500 ₹27,000 Lowest | 3,000 ₹54,000 | 3,800 ₹68,400 | 4,000 ₹72,000 |
| 3.00 | Material & Labour for preperation of new surface of wet mix macadam by wire brushing for removing caked mud etc sweeping with brooms and finally fanning and cleaned the surface with gunny bags to remove all loose dirt etc amd applying evenly a priming tack coat with bituminous primer at 10 Kg per 10 Sqm using paving bitumen on unsurfaced water bound macadam complete all as specified and directed . | 18 | X Sqm | 350 ₹6,300 | 300 ₹5,400 | 400 ₹7,200 | 400 ₹7,200 | 280 ₹5,040 Lowest | 300 ₹5,400 |
| 4.00 | Prepairing 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 directed . | 713.88 | X Sqm | 51 ₹36,407.88 | 30 ₹21,416.4 | 50 ₹35,694 | 20 ₹14,277.6 Lowest | 80 ₹57,110.4 | 20 ₹14,277.6 Lowest |
| 5.00 | Material & Labour for applying evenly a tack coat with bitumen emulsion 5 Kg per 10 Sqm (paving grade bitumen VG-10 grade) with the help of pressure sprayer complete all as specified and directed. | 713.88 | X Sqm | 251 ₹1,79,183.88 | 195 ₹1,39,206.6 | 250 ₹1,78,470 | 200 ₹1,42,776 | 180 ₹1,28,498.4 | 100 ₹71,388 Lowest |
| 6.00 | Material & Labour for Bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness by using paving bitumen VG-30 grade with 6 % binder content 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.
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 Rs 60.00 per Kg. No claim whatsoever shall be made for adjustment in plus side. | 713.88 | X Sqm | 3,900 ₹27,84,132 | 3,915 ₹27,94,840.2 | 3,650 ₹26,05,662 | 4,000 ₹28,55,520 | 3,700 ₹26,41,356 | 3,400 ₹24,27,192 Lowest |
| 7.00 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed. | 3,600 | RM | 25 ₹90,000 Lowest | 60 ₹2,16,000 | 40 ₹1,44,000 | 50 ₹1,80,000 | 54 ₹1,94,400 | 50 ₹1,80,000 |
| 8.00 | Supply and fixing retro reflective raised pavement markers, double sided cat eye yellow/orange/red colour ABS road plastic IRC 67 having road capacity of 40 Ton having reflective colour both sides and size 110x120x24 mm, including taking down unsv cat eye complete all as specified and directed by Engr-in-charge | 39 | Each | 190 ₹7,410 | 150 ₹5,850 Lowest | 190 ₹7,410 | 200 ₹7,800 | 170 ₹6,630 | 150 ₹5,850 Lowest |
| 9.00 | 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. | 21 | Each | 1,100 ₹23,100 | 1,000 ₹21,000 | 1,800 ₹37,800 | 1,200 ₹25,200 | 1,800 ₹37,800 | 700 ₹14,700 Lowest |
Tender Value
₹46 L
EMD Value
₹92,000
Closing Date
20 Dec 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 (NW) Mumbai
CWE (NW) Mumbai
CERTAIN REPAIRS TO ROAD AND ROAD FURNITURE AT NEW OLD NAVY NAGAR, COLABA MUMBAI UNDER GE (NW) NAVY NAGAR, COLABA
2025_MES_742071_1
8272/CWE(NW)Mumbai/E8
Open Tender
Civil Works - Roads
Item Rate
150 days
GE (NW) Navy Nagar
Class D
Category a(v)
7 documents required · 7 mandatory
₹500
GE (NW) Navy Nagar
₹92,000
Yes
21 Feb 2026
1 Dec 2025
22 Dec 2025
1 Dec 2025
20 Dec 2025
15 Dec 2025
1 Dec 2025 - 15 Dec 2025
Prepairing 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 directed .
Material & Labour for applying evenly a tack coat with bitumen emulsion 5 Kg per 10 Sqm (paving grade bitumen VG-10 grade) with the help of pressure sprayer complete all as specified and directed.
Material & Labour for Bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness by using paving bitumen VG-30 grade with 6 % binder content 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. 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 Rs 60.00 per Kg. No claim whatsoever shall be made for adjustment in plus side.
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed.
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