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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.2 CrRejected-Finance | ₹2.2 Cr | L2 | Rejected-Finance Highest Quoted |
| 3 | Rejected-Technical SHOP NO AL 1 GROUND FLOOR SUVIDHA COMPLEX VASCO DA GAMA 403802 INDIA | SOUTH GOA | GOA | 403802 | - | - | Rejected-Technical Not Qualified |
| 4 | Rejected-Technical SHANTINAGAR 670 1 AIRPORT HIGHWAY ROAD VASCO DA GAMA 403802 INDIA | SOUTH GOA | GOA | 403802 | - | - | Rejected-Technical Not Qualified |
| 5 | Rejected-Technical V P O DAHAR PANIPAT 132103 INDIA | PANIPAT | HARYANA | 132103 | - | - | Rejected-Technical Not Qualified |
Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
8 Apr 2026, 3:00 pmClosed
Chief Engineer
Office of Chief Engineer, Engineering (Civil) Dept., Mormugao Port Authority, SAARASI, Headland Sada, Mormugao, Goa 403804
Improvement to Infrastructure and other miscellaneous works at the new DPC Gate at MPA
2026_mptgo_902776_1
CE/25/2026
Open Tender
Civil Works
183 days
DPC Gate
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,900
Yes
Mormugao Port Authority, FA and CAO
₹2.1 L
Yes
9 Jul 2026
20 Mar 2026
9 Apr 2026
20 Mar 2026
8 Apr 2026
27 Mar 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 |
|---|---|---|---|---|---|
| 1Dismantling of existing concrete by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and stacking of dismantled materials over a lead of 1000 metres, including dismantling of kerb stones, etc works as directed. (stacking of serviceable and unserviceable materials separately) including all labour, tools and plant etc complete. | |||||
| 2Excavation in dense or hard soil/murrum, and different type of strata, etc. including removal of obstructions such as small trees, vegetation etc. and removal of excavated material upto a lead of 50m and a lift of 1.5m including refilling foundation trenches. All labour and material etc. complete. | |||||
| 3Providing and layingCement concrete (1:2:4) using 20 mm graded black trap stone metal out of quarried boulders as coarse aggregate including mixing, depositing, consolidating, levelling, curing etc. all labour and material etc. complete. | |||||
| 4Providing and laying RCC M25 mix using 20mm graded black trap stone metal out of quarried boulders as coarse aggregate in columns, beams, lintels, etc. of any size and shape, including mixing, placing, consolidating, vibrating, levelling, curing etc. but excluding the cost of shuttering and reinforcement. All labour & material etc. complete. | |||||
| 5Providing and fixing reinforcement with Torsteel conforming to IS:1786 or equivalent including cutting, bending, tying grills, placing in position, holding in position during concreting etc. including cost of binding wire. All labour & material etc. complete. | |||||
| 6Providing & fixing shuttering for beams, cantilever beams,etc. of any size and shape including cleaning, oiling, closing, gaps, removing shuttering after concreting, provisions of necessary props, bracings and other supports etc. All labour and material etc. complete | |||||
| 7Supplying, Providing, Fabricating, Assembling, structural fabrication works by hoisting, erecting and placing in position MS Built-up section/Tubular Structure (MS built-up section: - Rolled section & plates confirming to IS 2062 Grade Yst 350, Tubular Structure: - made from Steel hollow sections, ISI marked from SAIL / RINL / TATA / JINDAL, conforming to IS 1161/4923, Grade Yst 310, thickness up to 10mm) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections etc using water jet 3-D cutting system for obtaining smooth 3- dimensional curvature, SAW/MMAW/MIG welding process with special plate connectors, pinion joints, plates, hollow sections with cleaning the surface and applying a coat of epoxy primer, and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer-In-Charge and incorporation of Engineer-In-Charge's comments on same, transportation from fabrication yard, cutting, threading, machining, leads and lifts up to all heights, tools and plants and all necessary scaffolding etc. required for all operations involved to make structure of Tensile Membrane shade. The tubular structure system with plate connectors, pinion joints, etc. is to be provided. The structure has to be provided as per conceptual drawings of Tensile fabric profile, including all arch beam, curved lateral beams and bracings, vertical support columns, nodal joints, bases of columns and high tensile bolts of grade not less than 10.9 having black phosphate coating. The complete structure to be painted with one coat Epoxy primer, one coat of Epoxy Intermediate MIO and one coat of Polyurethane paint on steel work at all locations. All labour and material complete. (Note: above steel quantity is tentative and actual Steel will be calculated once the shop drawing is prepared and analysis done.) Approximate steel quantity – 6000 kg | |||||
| 8Providing and fixing in position 4mm thick Aluminium Composite panels in column/wall cladding, closure in roof, masonry and ceiling openings, canopy and other similar ceiling locations of approved make conforming to ASTM standard and manufacturer’s specifications comprising polyethylene core sandwiched between two skins of 0.5mm thick special alloyed aluminium sheet to have overall thickness of 4mm with exterior coating of PVDF paint. Fixing of surface cladding to masonry/ concrete faces/steel structures as called for, including appropriate and adequate frame work of aluminium tubular sections 50x25x3mm and 25x38x3mm to fix the composite panel to the frame, straight/slope and curvilinear profile and shapes including all accessories and all incidental work at all heights. The cladding shall be done in accordance with the drawings and as per the directions of EIC to line and level. The joints shall be properly sealed with approved silicon sealant (Dow corning DC 791 or Sika Elastoll 305 or approved equivalent) to make the joints water tight and weather proof including fixing over aluminium frame using mechanical fasteners such as aluminium cleats and stainless steel fasteners. Specially designed frame work with vertical and horizontal members of extruded aluminium sections which shall be made of alloy 6063 T6, as approved by Engineer in Charge. The work shall be complete as per the specifications and directions of Engineer in Charge. All labour and material complete. | |||||
| 9Providing Dry lean cement concrete Sub-base (Construction of lean cement concrete sub-base over a prepared surface using coarse aggregate conforming to IS: 383, with the size of coarse aggregate not exceeding 25 mm. The aggregate- cement ratio should not exceed 15:1, and the aggregate gradation after blending should be as per Table 600- 1. Cement content should not be less than 150 kg/cum, and optimum moisture content should be determined during trial length construction. Concrete strength should not be less than 10 MPa at 7 days. The concrete should be mixed in a batching plant, transported to the site, laid with a paver equipped with an electronic sensor, compacted with an 8-10 tonne vibratory roller, finished, and cured). All labour and material complete. | |||||
| 10Providing Cement concrete pavement (Construction of unreinforced, dowel- jointed, plain cement concrete pavement over a prepared sub-base using 43-grade cement at 400 kg per cum. Coarse and fine aggregate should conform to IS: 383, with the maximum size of coarse aggregate not exceeding 25 mm. The concrete should be mixed in a batching and mixing plant as per the approved mix design, transported to the site, laid with a fixed form or slip form paver, spread, compacted, and finished in a continuous operation, including provision of contraction, expansion, construction, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, including dowel bars, tie-rods as per IS standards, approved admixtures, curing compound, and finishing to lines and grades as per the drawing). All labour and material complete. | |||||
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