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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹26.9 L+₹5.6 L (26.0%)Admitted-Finance 6 VISHNU SHREYA COMPLEX PLOT NO 87 87 A SECTOR 50 E OFF PALM BEACH ROAD SEAWOODS NERUL WEST NAVI MUMBAI 400706 | THANE | MAHARASHTRA | 400706 | L2 | Admitted-Finance | |
| 3 | L3₹32.1 L+₹10.7 L (49.9%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically Dis-Qualify |
| Sl No | Description | Qty | Unit | arcoma L2 | NINE STAR ENTERPRISES L3 | aswani infrastructure L1 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing R.C.C. work , tile work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material outside the ACTREC campus as per direction of Engineer - in- charge. | 30 | Cum | 2,000 ₹60,000 | 1,000 ₹30,000 Lowest | 1,000 ₹30,000 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | 300 | Cum | 350 ₹1,05,000 Lowest | 600 ₹1,80,000 | 500 ₹1,50,000 |
| 3.00Piping (under ground) : SITC of SS 304 External Polished & Buffed Pipe Conforming to (ASTM A312), Heavy Class with wrapping coating, inserting in NP3 Hume pipes with required 45 degree elbow and performing for every welded joint and entire pipe length DP test, Holiday Test, Hydro Test, with all materials necessary for the test Upto 150 NB Schedule 10. above 200NB Schedule 40 including fitting, elbows, tees, reducers, painting, support, nuts, bolts, washers, gaskets etc as required with Argon Gas Welding and Welding Electrodes as per tender requirements, Al Pipes shall be despatched with End caps, Anticorrosive wrapping & coating as per IS 1standards 1/3rd overlap with 150mm wide and 4mm THICK TAPE. | ||||||
| 4.00 | 200mm dia. | 75 | Rmt | 6,500 ₹4,87,500 | 12,000 ₹9,00,000 | 6,000 ₹4,50,000 Lowest |
| 5.00 | Dry stone rubble soling/pitching of 150 mm to 250mm size shall be approved quality, hard, free from cracks, durable, preferably black trap. Rubble shall be laid on leveled base close to give compact, surface. If base is not properly leveled same will have to be done without any extra cost. Voids in the joints shall be filled with selected chips. A sample of paving shall be prepared and got approved before proceeding ahead. After stones are laid with thickness of 200mm and packed with chips, sand shall be spread and watered to fill remaining voids. Sand shall be allowed to go into joints till final packing is obtained. Rate quoted shall be for materials, labour, watering, leveling site, before paving, consolidating etc. complete. | 30 | Cum | 2,200 ₹66,000 | 2,000 ₹60,000 | 1,500 ₹45,000 Lowest |
| 6.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete.
(Concrete of M20 grade with minimum cement content of 270 kg /cum ) | 75 | Cum | 7,000 ₹5,25,000 | 7,000 ₹5,25,000 | 6,000 ₹4,50,000 Lowest |
| 7.00 | PU grouting cutting the construction joints 20 x 20 mm in U groove, cleaning and applying one coat of crystalline coating bond and sealing the construction joint with fast setting repair mortar. Including drilling holes od Dia 10 mm at an angle of 45 degree, preferably the holes shall be drilled straggred around the cracks in the concrete upto the depth of concrete. Injection packers or nipples shall be inserted into the pre drilled holes at intervals along the length of each cracks. The distance of each packers shall be depend on width and depth of the crack. the grout shall be continuous till it oozes out from alternate packer or from the surface of the concrete, till it filled at inherrent holes cavities, voids, honeeey combs etc. Complete job including labour and material as directed by engineer in charge. | 60 | Kg | 2,500 ₹1,50,000 | 2,000 ₹1,20,000 | 1,500 ₹90,000 Lowest |
| 8.00 | Raising manhole cover and frame slab to required level including removing of cover and precast slab providing brickwork and again laying manhole cover and slab all labour, material to the level of road as per the instruction of engineer incharge. | 5 | Nos | 8,500 ₹42,500 | 2,500 ₹12,500 | 1,500 ₹7,500 Lowest |
| 9.00 | CHEQUERED TILES: Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | 65 | sq m | 1,300 ₹84,500 | 900 ₹58,500 Lowest | 2,000 ₹1,30,000 |
| 10.00 | CHAMBER:- Providing and fixing chamber with cover and frame of size weight and numbers as specified including cost of necessary 1:2:4 cement concrete and 1:4 cement mortar for fixing, painting the frame and cover with two coats of approved paint of approved shade etc, complete all as directed by the Engineer-In-Charge (heavy duty) the weight of the cover. | 5 | Nos | 7,500 ₹37,500 Lowest | 8,500 ₹42,500 | 15,000 ₹75,000 |
Tender Value
₹28.3 L
EMD Value
₹56,502
Closing Date
10 Mar 2026, 3:00 pmClosed
Director TMC
Office of Engineering Services, Ground Floor, Pushp building Near Parijat Building, Opposite Sports complex, ACTREC Kharghar Node, Navi Mumbai - 410210
Installation of New SS Sewer Line and Allied Works from RRU building to Tank AB of Delay Decay Tank at ACTREC
2026_TMC_897286_1
ZS/ET-77/SS Sewer Line/2026
Open Tender
Civil Works - Others
Item Rate
75 days
ACTREC, Kharghar
As per tender terms and conditions
5 documents required · 5 mandatory
₹0
₹56,502
ACTREC, Kharghar
12 May 2026
18 Feb 2026
11 Mar 2026
18 Feb 2026
10 Mar 2026
18 Feb 2026
18 Feb 2026 - 23 Feb 2026
24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing R.C.C. work , tile work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material outside the ACTREC campus as per direction of Engineer - in- charge. | 30 | Cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | 300 | Cum | - | - |
| 3 | Piping (under ground) : SITC of SS 304 External Polished & Buffed Pipe Conforming to (ASTM A312), Heavy Class with wrapping coating, inserting in NP3 Hume pipes with required 45 degree elbow and performing for every welded joint and entire pipe length DP test, Holiday Test, Hydro Test, with all materials necessary for the test Upto 150 NB Schedule 10. above 200NB Schedule 40 including fitting, elbows, tees, reducers, painting, support, nuts, bolts, washers, gaskets etc as required with Argon Gas Welding and Welding Electrodes as per tender requirements, Al Pipes shall be despatched with End caps, Anticorrosive wrapping & coating as per IS 1standards 1/3rd overlap with 150mm wide and 4mm THICK TAPE. | - | - | - | - |
| 4 | 200mm dia. | 75 | Rmt | - | - |
| 5 | Dry stone rubble soling/pitching of 150 mm to 250mm size shall be approved quality, hard, free from cracks, durable, preferably black trap. Rubble shall be laid on leveled base close to give compact, surface. If base is not properly leveled same will have to be done without any extra cost. Voids in the joints shall be filled with selected chips. A sample of paving shall be prepared and got approved before proceeding ahead. After stones are laid with thickness of 200mm and packed with chips, sand shall be spread and watered to fill remaining voids. Sand shall be allowed to go into joints till final packing is obtained. Rate quoted shall be for materials, labour, watering, leveling site, before paving, consolidating etc. complete. | 30 | Cum | - | - |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete.
(Concrete of M20 grade with minimum cement content of 270 kg /cum ) | 75 | Cum | - | - |
| 7 | PU grouting cutting the construction joints 20 x 20 mm in U groove, cleaning and applying one coat of crystalline coating bond and sealing the construction joint with fast setting repair mortar. Including drilling holes od Dia 10 mm at an angle of 45 degree, preferably the holes shall be drilled straggred around the cracks in the concrete upto the depth of concrete. Injection packers or nipples shall be inserted into the pre drilled holes at intervals along the length of each cracks. The distance of each packers shall be depend on width and depth of the crack. the grout shall be continuous till it oozes out from alternate packer or from the surface of the concrete, till it filled at inherrent holes cavities, voids, honeeey combs etc. Complete job including labour and material as directed by engineer in charge. | 60 | Kg | - | - |
| 8 | Raising manhole cover and frame slab to required level including removing of cover and precast slab providing brickwork and again laying manhole cover and slab all labour, material to the level of road as per the instruction of engineer incharge. | 5 | Nos | - | - |
| 9 | CHEQUERED TILES: Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | 65 | sq m | - | - |
| 10 | CHAMBER:- Providing and fixing chamber with cover and frame of size weight and numbers as specified including cost of necessary 1:2:4 cement concrete and 1:4 cement mortar for fixing, painting the frame and cover with two coats of approved paint of approved shade etc, complete all as directed by the Engineer-In-Charge (heavy duty) the weight of the cover. | 5 | Nos | - | - |
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