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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.8 LAdmitted-Finance | -10.00% | ₹15.8 L | L1 | Admitted-Finance |
| 2 | L2₹16.3 LAdmitted-Finance | -7.30% | ₹16.3 L | L2 | Admitted-Finance |
| 3 | L3₹17.2 LAdmitted-Finance | -2.00% | ₹17.2 L | L3 | Admitted-Finance |
| 4 | L4₹18.2 LAdmitted-Finance FLAT NO 1 234 E 16 AHIANA BUILDING XELPEM DULER MAPUSA GOA | +3.72% | ₹18.2 L | L4 | Admitted-Finance |
| 5 | L5₹18.8 LAdmitted-Finance | +7.00% | ₹18.8 L | L5 | Admitted-Finance |
Tender Value
₹17.6 L
EMD Value
₹35,151
Closing Date
24 Feb 2026, 4:00 pmClosed
Managing Director
Goa Industrial Development Corporation, plot No.13 A-2, EDC Complex, Patto Plaza, Panaji, Goa.
Construction of Compound wall for utility plot no. U1 at Panchwadi Industrial Estate (2nd call).
2026_GIDCo_27825_1
GIDC/GM (E)/Tender Notice/2025-26/A-8/3
Open Tender
Civil Works
120 days
Panchwadi Industrial Estate
Please refer Tender Documents
5 documents required · 5 mandatory
₹3,000
₹35,151
23 Mar 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for under item 4001).
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. All kinds of soil/ordinary rock
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
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
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundaLaterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.tion upto plinth level
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level.
Centering & shuttering including Strutting, Propping & removal of forms for : 1) Foundations, Footings, Bases for columns
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size a) All works upto plinth level
Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete.
Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.
Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
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.
18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.
Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete.
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