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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.2 LAdmitted-Finance | -20.00% | ₹32.2 L | L1 | Admitted-Finance |
| 2 | L1₹32.2 LAdmitted-Finance 11 NO 2983 PI SY NO 27 1 B P1 OMKAR RESIDENCY PENT HOUSE SECOND FLOOR SASTIWADA BORDEM BICHOLIM GOA | NORTH GOA | GOA | 403001 | -20.00% | ₹32.2 L | L1 | Admitted-Finance |
| 3 | L1₹32.2 LAdmitted-Finance H NO 859 SANTEMOL RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | -20.00% | ₹32.2 L | L1 | Admitted-Finance |
Tender Value
₹40.2 L
EMD Value
₹80,467
Closing Date
5 Mar 2026, 4:30 pmClosed
Managing Director
Goa Industrial Development Corporation, plot No.13 A-2, EDC Complex, Patto Plaza, Panaji, Goa.
Construction of road along with drainage and retaining wall adjacent to plot No OP-5A in Phase II at Verna Industrial Estate
2026_GIDCo_27940_1
GIDC/GM (E)/Tender Notice/2025-26/A-00102
Open Tender
Civil Works
Percentage
240 days
Verna Industrial Estate
Please refer Tender Documents
5 documents required · 5 mandatory
₹4,000
₹80,467
13 Apr 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.as per MORTH Specification 404 By Manual Means Grade - II
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Hard rock where blasting prohibited
Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
Centering and shuttering including struttings, propping etc. and removal of formwork for Foundations, footings, bases for columns and mass concrete.
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge. Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity.
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
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