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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹11.7 LAccepted-AOC 0 00 NEAR KRISHNA PETROL PUMP GEEDAM ROAD JAGDALPUR BASTAR CHHATTISGARH 494001 | BASTAR | CHHATTISGARH | 494001 | 1st | Accepted-AOC M/s Pooja Enterprises is L1 bidder being accepted pl. | |
| 2 | 2nd₹13.5 L+₹1.8 L (15.7%)Rejected-Finance 18TH FLOOR FL NO 1801 PANCHASHEEL HEIGHT MAHAVEER NAGAR KANDIVALI WEST MUMBAI 400067 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400067 | 2nd | Rejected-Finance Not being L1 | |
| 3 | 3rd₹14.8 L+₹3.1 L (26.7%)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 | 3rd | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | m/s ashoka enterprises L3 | POOJA ENTERPRISES L1 | KAJAL CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat with bituminous primer @ 5 kg per 10 sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed by E-in-C. | 25 | 10 sqm | 250 ₹6,250 | 150 ₹3,750 Lowest | 2,000 ₹50,000 |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces Exc 50 mm and n exc 100 mm deep in area exc 400 sqm complete all as specified and directed by E-in-C. | 60 | 10 sqm | 50 ₹3,000 Lowest | 200 ₹12,000 | 200 ₹12,000 |
| 3.00 | M&L for 7.5 cm thick in (compacted thickness) unsurfaced water bound macadam WBM, with coarse aggregates trap/basalt of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required all as specified adn directed by E-in-Charge. | 9.6 | 10 sqm | 3,500 ₹33,600 | 2,000 ₹19,200 Lowest | 8,000 ₹76,800 |
| 4.00 | Preparing unsurfaced water bound macadam surfaces 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 and applying evenly a priming/tacking coat with bituminous primer at 7.5 kg per 10 sq metre of surface complete all as specified. | 60 | 10 sqm | 400 ₹24,000 | 2,500 ₹1,50,000 | 250 ₹15,000 Lowest |
| 5.00 | M & L for Premix bituminous macadam n exc 75mm thickness (consolidated/ compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving bitumen VG-30 grade) content by weight of total mix, rolled and compacted using 8 to 10 tonnes power roller to required camber and gradient complete all as specified.
Note (i) Bitumenous macacdam shall be laid using self propelled hydraustatic 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 as per IRC 27:2009. The adjustment in the rate due to variation in quantity of bitumen, if any, shall be priced at the rate of Rs 60 per kg. | 45 | Cum | 8,400 ₹3,78,000 | 5,000 ₹2,25,000 Lowest | 6,500 ₹2,92,500 |
| 6.00 | Preparing black top surfaced 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 and applying evenly a priming/tacking coat with bituminous primer at 2.5 kg per 10 sq metre of surface complete all as specified. | 60 | 10 sqm | 200 ₹12,000 Lowest | 200 ₹12,000 Lowest | 200 ₹12,000 Lowest |
| 7.00 | M & L for bituminious premix semi dense asphaltic concrete 30 mm (compacted thickness) using graded crushed stone aggregate, premixed with binder (paving grade bitumen VG 30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and directed.
Note :- (i) Bituminous premix 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 due to variation in quantity of bitumen if any shall be priced at the rate of Rs 60 per kg. | 60 | 10 sqm | 4,400 ₹2,64,000 | 3,000 ₹1,80,000 Lowest | 3,000 ₹1,80,000 Lowest |
| 8.00 | 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. complete all as specified. | 120 | RM | 65 ₹7,800 | 55 ₹6,600 Lowest | 600 ₹72,000 |
| 9.00 | M & L for Excavating over areas, n exc 1.5 m deep and getting out soft and loose soil all as specified and directed by E-in-charge. | 37.5 | Cum | 750 ₹28,125 | 3,500 ₹1,31,250 | 300 ₹11,250 Lowest |
| 10.00 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed | 33.75 | Cum | 700 ₹23,625 | 2,500 ₹84,375 | 100 ₹3,375 Lowest |
Tender Value
₹15.8 L
EMD Value
₹32,000
Closing Date
25 Sept 2025, 6:00 pmClosed
Shri Vinay Kumar, IDSE, SE (SAG), CWE
HQ Commander Works Engineer (Army) Mumbai, Assaye Building Colaba, Mumbai-05
SPECIAL REPAIR TO ROADS AND HARD STANDING AT HBTC MARVE UNDER GE (NORTH) SANTACRUZ
2025_MES_727729_1
85226/N/E8
Open Tender
Civil Works
Item Rate
90 days
North Santacruz
As per NIT and tender documents
9 documents required · 9 mandatory
₹500
GE NORTH SANTACRUZ
₹32,000
8 Jan 2026
25 Aug 2025
27 Sept 2025
25 Aug 2025
25 Sept 2025
8 Sept 2025
Amount
Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat with bituminous primer @ 5 kg per 10 sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed by E-in-C.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces Exc 50 mm and n exc 100 mm deep in area exc 400 sqm complete all as specified and directed by E-in-C.
M&L for 7.5 cm thick in (compacted thickness) unsurfaced water bound macadam WBM, with coarse aggregates trap/basalt of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required all as specified adn directed by E-in-Charge.
Preparing unsurfaced water bound macadam surfaces 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 and applying evenly a priming/tacking coat with bituminous primer at 7.5 kg per 10 sq metre of surface complete all as specified.
M & L for Premix bituminous macadam n exc 75mm thickness (consolidated/ compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving bitumen VG-30 grade) content by weight of total mix, rolled and compacted using 8 to 10 tonnes power roller to required camber and gradient complete all as specified. Note (i) Bitumenous macacdam shall be laid using self propelled hydraustatic 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 as per IRC 27:2009. The adjustment in the rate due to variation in quantity of bitumen, if any, shall be priced at the rate of Rs 60 per kg.
Preparing black top surfaced 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 and applying evenly a priming/tacking coat with bituminous primer at 2.5 kg per 10 sq metre of surface complete all as specified.
M & L for bituminious premix semi dense asphaltic concrete 30 mm (compacted thickness) using graded crushed stone aggregate, premixed with binder (paving grade bitumen VG 30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and directed. Note :- (i) Bituminous premix 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 due to variation in quantity of bitumen if any shall be priced at the rate of Rs 60 per kg.
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. complete all as specified.
M & L for Excavating over areas, n exc 1.5 m deep and getting out soft and loose soil all as specified and directed by E-in-charge.
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed
M&L for broken stone or boulders Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface specified and directed by E-in-charge.
M&L for 150mm thick Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) all as specified and directed by E-in-charge.
M & L for 150mm thick Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less all as specified and directed by E-in-charge.
M & L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound of Grade A all as specified and directed by E-in-Charge
M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound all as specified and directed by E-in-charge.
M&L for Supply and fixing 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.
KAJAL CONSTRUCTION (BID ID -3435389)
m/s ashoka enterprises (BID ID -3420480)
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