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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 17 1624A MUMDAMVELI KOCHI 682 507 | ERNAKULAM | KERALA | 682507 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical NOT SPECIFIED | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹47.8 Cr
EMD Value
₹57.8 L
Closing Date
9 Jun 2026, 11:00 amClosed
DGM (Civil)
Cochin Shipyard Limited, Perumanoor (PO), Kochi 682015
Work involves constn of a multi storied (G plus 11 floors) residential building incl piling, foundation, sump, RCC framed structure, civil works till finishing, sanitary, plumbing, fire fighting, STP, mechanical, electrical, lifts having 8144sqm.
2026_CSL_276525_1
Construction of Multi Storey (G plus 11) Employees Residential Quarters at Cheriyakadavanthra.
Open Tender
Civil Works
Works
912 days
CSL, Panampilly Nagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹57.8 L
CSL, Kochi
29 May 2026
5 May 2026
10 Jun 2026
5 May 2026
9 Jun 2026
5 May 2026
5 May 2026 - 9 Jun 2026
15 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface preparation by dressing (cut & fill) and undesired top soil removed including removal of shurbs & vegetation if any, and maximum depth not to exceed 15 cm deep and disposing them away from the site up to 500 m lead (all kinds of soil) all complete as per direction of Engineer-in -charge. | 2,240 | m2 | 25 | ₹56,000 |
| 2Felling trees (soft wood) of the girth ranging upto 2.4 m (measured at a height of 1m above ground level) including labour for cutting of trunks and branches, excavation and removing the roots and stacking of wooden logs and other serviceable material and disposal of unserviceable material lead upto 500 m as per direction of Engineer-in -charge. | |||||
| 2.01 | Beyond 30 cm girth upto and including 60 cm girth- Coconut tree | 5 | Nos | 562 | ₹2,810 |
| 2.02 | Beyond 60 cm girth upto and including 120 cm girth - Rain tree | 6 | Nos | 2,508 | ₹15,048 |
| 2.03 | Beyond 120 cm girth upto and including 240 cm girth - Rain tree | 5 | Nos | 11,651 | ₹58,255 |
| 3 | Demolishing brick work / block work / stone rubble masonry / concrete work manually or by mechanical means including disposal of material within 500 metres lead as per direction of Engineer-in -charge. | 11 | m3 | 2,175 | ₹23,925 |
| 4 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 500 metres lead as per direction of Engineer-in-charge. | 15 | m3 | 3,768 | ₹56,520 |
| 5 | Relocating the existing fencing to new location after dismantling and using the availabe dismantled departmental materials of trafford sheet, ISA 75x75x6mm verticals & ISA 50x50x6mm horiozntals. Verticals shall be fixed in ground using concrete of PCC 1:2:4 mix to the required size and rate include labour for dismantling, cutting, drilling holes, welding, fixing of fencing, hire for tools, other incidentals etc. complete as per direction of Engineer-in -charge. (Excluding PCC which will be measured separately). | 45 | m2 | 948 | ₹42,660 |
| 6 | Providing and fixing temporary fencing the site boundary using verticals of MS tubular section RHS 80x40x3mm at 2m centre to centre and horizontls 4 Nos using RHS 25x25x3 mm and covering with 0.30mm thick coloured Galvalume trafford sheet to a height of 3m and removal of the same after the completion of work. The vertical and strut members shall be encased in PCC (1:2:4) of size 0.25x0.25x0.30m, PCC (1:4:8) shall be provided at the base.The encasement shall be backfill and compacted. The Galvalume sheets shall be given 0.15m overlap at longitudinal joints. All structural steel members shall be mechanically cleaned with power brushing before using and the members shall be painted with two coats of synthetic enamel paint over two coats of zinc chromite primer. The rate shall include cost of all materials, welding, cost of painting the structural members, labour, tools and plants and all other incidentals etc. complete. | 540 | m2 | 356 | ₹1,92,240 |
| 7Boring, providing, and installing cast-in-situ reinforced cement concrete piles of specified diameter and average depth 55 m to 65 m, to carry a safe working load not less than specified as per approved drawing, using tractor-mounted rotary rig with Direct Mud Circulation (DMC) method, with minimum cement content of 400 kg/m³ of M30 grade concrete as per approved mix design. The rate is inclusive of the length of the pile to be embedded in the pile cap, boring through all strata including boulders/ soft rock using bentonite slurry for bore stabilization, removing the bored muck from site, temporary casing of minimum length 2m to 3m for setting out and removal of same, costs of cement etc. complete but excluding the cost of steel reinforcement. The rotary rig is to be replaced with percussion chisel, using tripod and mechanical winch machine, for clearing and flushing, including removal of excavated earth with all its lifts and leads and ensuring proper cleaning of the bore hole and concreting of the pile up to the required level. (Length of pile for payment shall be measured up to bottom of pile cap). | |||||
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