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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical 1ST FLOOR A 103 HINAL HERITAGE PUSHPAKUNJ SOCIETY S V P ROAD PATIL WADI BORIVALI WEST MUMBAI MUMBAI SUBURBAN MAHARASHTRA 400092 | MUMBAI SUBURBAN | MAHARASHTRA | 400092 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹35.4 Cr
EMD Value
₹17.7 L
Closing Date
27 Apr 2026, 12:00 pmClosed
Deputy Engineer (Civil)
Dadasaheb Phalke Chitranagari, Goregaon, Mumbai
Repair of Internal Roads at Dadasaheb Phalke Chitranagari
2026_TCADM_1294304_1
Filmcity/Civil/21/2026-27
Open Tender
Civil Works
Item Rate
365 days
Dadasaheb Phalke Chitranagari, Goregaon, Mumbai
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹17.7 L
Online mode only
25 May 2026
10 Apr 2026
28 Apr 2026
10 Apr 2026
27 Apr 2026
10 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc.complete as directed by Engineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such
as cables, drains, pipes, water mains etc.
2) It also includes the royalty and other taxes applicable if any.
For more details refer General Notes. | - | Cmt | - | - |
| 2 | Extra over above item CS-EW-1 for lift from 1.5m to 3.0m. | - | Cmt | - | - |
| 3 | Dewatering the excavated trenches/pits, pools of water, well works by using pumps and other devices including disposing off water to safe
distance as directed by Engineer-in-charge including cost of machinery,
labour, fuel, pipe and it's accessories etc. complete. Note : This item will be operated/executed with the prior specific sanction of the Head of department. | - | Hp/Hr | - | - |
| 4 | Providing and laying in position ready mixed plain cement concrete,with cement content as per approved design mix by Engineer-incharge and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, including the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
M--20 grade plain cement concrete (cement content considered @ 260 kg/cum as per IS 456 table showing minimum cement content). | - | Cmt | - | - |
| 5 | Providing and laying in position ready mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 300 kg/Cmt as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete).
All works (including Centering & Shuttering)
Foundations, footings, bases of columns, rafts,raft beams, pilecap etc. | - | Cmt | - | - |
| 6 | Providing and laying in position ready mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 300 kg/Cmt as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete).
All works (including Centering & Shuttering)
Walls (any thickness) including attached butteresses, ,retaining wall, shear wall, diaphragm wall , trench,pit walls, etc | - | Cmt | - | - |
| 7 | Providing and laying in position ready mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 300 kg/Cmt as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete).
All works (including Centering & Shuttering)
Slabs, Suspended floors, roofs, landings, balconies, canopy and access platform | - | Cmt | - | - |
| 8 | Extra and over for providing richer RMC of M-30 grade cement concrete instead of M20 (Note :- Cement content considered in this item is @ 340 kg/Cmt as per IS 456 table showing minimum cement content.) | 1 | Cmt | - | - |
| 9 | Providing and fixing in position steel bars reinforcement of various diameters for R.C.C. pile, pile caps, footings ,raft ,retaining wall,shear wall, lift wall, foundations, slabs, beams, columns, canopies,staircases, newels, chajjas, lintels, pardies,coping, fins, arches, etc. as per detailed designs, drawings and bar bending schedules,including straightening, cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels.
Corrosion Resistant Steel (500 CRS D) | - | MT | - | - |
| 10 | Providing & Laying dry stone Rubble Soling with average 230 mm size hard stone set in regular lines,handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from out side, compacting with iron rammers, watering, sand spreading 12 mm thk .layer of grit on top etc complete as directed by Engineer In Charge.(Note: The rate includes the royalty and other taxes if any) | 1 | Cmt | - | - |
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