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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹77.3 LAccepted-AOC 50 104 VENAT POONITHURA PO CHAMBAKKARA ERANAKULAM KERALA 682038 | ERNAKULAM | ERNAKULAM | KERALA | 682038 | ₹77.3 L | 1 | Accepted-AOC Lowest bidder |
| 2 | 2₹81.7 L+₹4.3 L (5.62%)Rejected-AOC | ₹81.7 L+₹4.3 L (5.62%) | 2 | Rejected-AOC L2 position |
| 3 | 3₹97.8 L+₹20.5 L (26.6%)Rejected-AOC | ₹97.8 L+₹20.5 L (26.6%) | 3 | Rejected-AOC L3 position |
| 4 | 4₹98.6 L+₹21.3 L (27.5%)Rejected-AOC | ₹98.6 L+₹21.3 L (27.5%) | 4 | Rejected-AOC L4 position |
| 5 | Rejected-Technical KERALA INDIA 682030 | ERNAKULAM | KERALA | 682030 | - | - | Rejected-Technical The bidder has not submitted documentary evidence for prooving experience and financial criteria of the tender |
| Sl No | Description | Qty | Unit | SHAPE CONSTRUCTIONS L3 | Outlook Communications (P) Ltd L1 | FALCON SYNERGY ENGINEERING PVT.LTD L2 | GBH Concrete Solutions Pvt Ltd L4 |
|---|---|---|---|---|---|---|---|
| 1.00Schedule A | |||||||
| 1.01 | Design: Design of the steel roof truss, including structural analysis, detailed design calculations, preparation of general arrangement drawings, connection details, bill of materials, technical specifications and comprehensive shop drawings as per relevant IS codes and standards, in accordance with the scope of work and directions of the Engineer-in-Charge. The scope also includes Detailed assessment of existing RCC terrace to determine its adequacy for new loading conditions, assessment of existing PEB/steel roof structure in IBL building and its structure interface/junctions, solar panel system, plumbing lines, and drainage system. Proof Checking : The detailed design drawings and report prepared by the design consultant shall be proof-checked by an approved third-party agency such as CUSAT/NIT, or any other equally reputed agency including submission, coordination, incorporation of comments, and obtaining final approval, complete as directed by the Engineer-in-Charge. All fees and coordination charges related to the proof-checking agency shall be included in the quoted rate. | 1 | Ls | 3,00,000 ₹3,00,000 | 85,000 ₹85,000 Lowest | 85,000 ₹85,000 Lowest | 2,00,000 ₹2,00,000 |
| 1.02 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50-200 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix | 50 | Cu.M | 4,000 ₹2,00,000 | 1,842 ₹92,100 Lowest | 6,000 ₹3,00,000 | 2,434 ₹1,21,700 |
| 1.03 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50-200 metres lead as per direction of Engineer-in-charge In cement mortar | 80 | Cu.M | 3,500 ₹2,80,000 | 1,560 ₹1,24,800 Lowest | 5,550 ₹4,44,000 | 2,100 ₹1,68,000 |
| 1.04 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50-200 metres lead. | 850 | Sq.Mtr | 150 ₹1,27,500 | 100 ₹85,000 Lowest | 280 ₹2,38,000 | 120 ₹1,02,000 |
| 1.05 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine for chemical anchoring of 10-12mm rebar to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars in position using Fosroc -Lokfix E77/equivalent epoxy resin anchor grout (excluding the cost of rebar) etc all complete as per the instruction of engineer in charge | 180 | Nos | 250 ₹45,000 | 1,315 ₹2,36,700 | 125 ₹22,500 Lowest | 170 ₹30,600 |
| 1.06 | Supply of Epoxy based sealing compound (Conbextra EP 75 /Equivalent) including transportation,unloading,stacking at site etc all complete as per the instruction of engineer in charge | 364 | Litre | 90 ₹32,760 Lowest | 265 ₹96,460 | 620 ₹2,25,680 | 380 ₹1,38,320 |
| 1.07 | Steel work welded in built up sections/ framed work/truss work including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings,frames,guard bar,ladder,railings,brackets,gates and similar works | 18,000 | Kg | 172 ₹30,96,000 | 115 ₹20,70,000 Lowest | 134 ₹24,12,000 | 173 ₹31,14,000 |
| 1.08 | Finishing with Epoxy paint two or more coats at all locations prepared and applied as per manufactures specification including appropriate priming coat,preparation of surface, etc complete on steel work | 500 | Sq.Mtr | 350 ₹1,75,000 | 200 ₹1,00,000 Lowest | 260 ₹1,30,000 | 480 ₹2,40,000 |
| 1.09 | Providing and fixing Galvalume colour-coated Standing Seam 65/470 profile sheets, 0.55 mm TCT, AZ150, 350 MPa, with SDP coating, fixed using aluminium clips, UPVC pads and Class 3 self-drilling screws. Panels shall be mechanically seamed with approved sealing tapes for watertightness and shall include curved sheets wherever applicable and required crane handling. Sheets shall meet specified wind-load requirements and be supplied with a minimum 20-year guarantee. Measurement will be on finished covered area, and flashings shall be paid separately. work including loading,unloading,transporataion,stacking at site,erection etc all complete as per specifications and direction of the Engineer-in-Charge. NOTE : Detailed scope of work is mentioned in Employers requirement | 1,200 | Sq.Mtr | 1,900 ₹22,80,000 | 3,500 ₹42,00,000 | 1,120 ₹13,44,000 Lowest | 1,310 ₹15,72,000 |
Tender Value
₹78.0 L
EMD Value
₹1 L
Closing Date
29 Jan 2026, 3:00 pmClosed
GM (PROC)
Kochi Metro Rail Limited 4th Floor, JLN Stadium Metro Station Kochi 682 017, Kerala, India
Design and Construction of New Steel Roof and Brickbat Removal In IBL Building
2026_KMRL_826600_1
KMRL/O and M/OSC/CTR/2025-26/08
Open Tender
Civil Works - Others
Lump-sum
180 days
COCHIN
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,900
Yes
₹1 L
Yes
COCHIN
20 Apr 2026
8 Jan 2026
30 Jan 2026
8 Jan 2026
29 Jan 2026
15 Jan 2026
8 Jan 2026 - 21 Jan 2026
15 Jan 2026
Schedule A
Design: Design of the steel roof truss, including structural analysis, detailed design calculations, preparation of general arrangement drawings, connection details, bill of materials, technical specifications and comprehensive shop drawings as per relevant IS codes and standards, in accordance with the scope of work and directions of the Engineer-in-Charge. The scope also includes Detailed assessment of existing RCC terrace to determine its adequacy for new loading conditions, assessment of existing PEB/steel roof structure in IBL building and its structure interface/junctions, solar panel system, plumbing lines, and drainage system. Proof Checking : The detailed design drawings and report prepared by the design consultant shall be proof-checked by an approved third-party agency such as CUSAT/NIT, or any other equally reputed agency including submission, coordination, incorporation of comments, and obtaining final approval, complete as directed by the Engineer-in-Charge. All fees and coordination charges related to the proof-checking agency shall be included in the quoted rate.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50-200 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50-200 metres lead as per direction of Engineer-in-charge In cement mortar
Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50-200 metres lead.
Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine for chemical anchoring of 10-12mm rebar to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars in position using Fosroc -Lokfix E77/equivalent epoxy resin anchor grout (excluding the cost of rebar) etc all complete as per the instruction of engineer in charge
Supply of Epoxy based sealing compound (Conbextra EP 75 /Equivalent) including transportation,unloading,stacking at site etc all complete as per the instruction of engineer in charge
Steel work welded in built up sections/ framed work/truss work including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings,frames,guard bar,ladder,railings,brackets,gates and similar works
Finishing with Epoxy paint two or more coats at all locations prepared and applied as per manufactures specification including appropriate priming coat,preparation of surface, etc complete on steel work
Providing and fixing Galvalume colour-coated Standing Seam 65/470 profile sheets, 0.55 mm TCT, AZ150, 350 MPa, with SDP coating, fixed using aluminium clips, UPVC pads and Class 3 self-drilling screws. Panels shall be mechanically seamed with approved sealing tapes for watertightness and shall include curved sheets wherever applicable and required crane handling. Sheets shall meet specified wind-load requirements and be supplied with a minimum 20-year guarantee. Measurement will be on finished covered area, and flashings shall be paid separately. work including loading,unloading,transporataion,stacking at site,erection etc all complete as per specifications and direction of the Engineer-in-Charge. NOTE : Detailed scope of work is mentioned in Employers requirement
Supply and fixing of 18" UPVC rainwater gutter Aquastar/equivalent of thickness of minimum 3mm including all required accessories such as jointers, end caps, drops, and end drops, etc supported with metal clamps with suitable interval with proper center drop arrangement. The work includes jointing of gutter sections using silicon sealant, providing necessary bolts, nuts, and washers, and making complete connections to the rainwater downpipes, ensuring proper alignment, leak-proof installation, and finishing — including loading,unloading,transporataion,stacking at site etc all complete as per specifications and direction of the Engineer-in-Charge. NOTE : (Steel works for fixing the gutter will be paid extra as per the item no.1.07 of Sch-A.)
Providing and fixing 160mm dia 4kg PVC pipes, including all fittings, i/c fixing the pipe with clamps at 1.00 m spacing and jointing in the rain water gutter.This includes jointing of pipes & fittings with one step PVC solvent cement including testing of joints complete as per direction of Engineer in Charge. NOTE : (Steel works for fixing the pipe will be paid extra as per the item no.1.07 of Sch-A.)
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 M25 Grade with minimum cement content of 300kg/cum
Supply of Fosroc Conplast WL Extra/equivalent, a liquid waterproofing compound conforming to IS:2645, to be added and mixed with screed concrete in the terrace to improve water resistance and prevent leakage including transportation,unloading,stacking at site etc all complete as per the instruction of engineer in charge
Supply of Labour (Highly skilled)
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Schedule B
Miscellaneous items based on DSR -2023 ( of CPWD )
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Schedule C
Dismantling of existing solar panels and associated fixtures from the IBL terrace and reinstalling them on the proposed new steel truss structure, including supply of all necessary materials, supports, and related electrical and structural arrangements complete as directed by the Engineer-in-Charge
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