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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-Finance | L1 | Accepted-Finance Financially Accepted being 1st lowest | |
| 2 | L2₹15.2 L+₹91,742.53 (6.41%)Rejected-Finance FATORDA MARGAO GOA | SOUTH GOA | GOA | 403103 | L2 | Rejected-Finance Financially Rejected being 2nd lowest | |
| 3 | L3₹15.2 L+₹91,891.95 (6.42%)Rejected-Finance 85 PIMPAL COTTO QUEPEM GOA | SOUTH GOA | GOA | 403103 | L3 | Rejected-Finance Financially Rejected being 3rd lowest | |
| 4 | L4₹15.7 L+₹1.4 L (9.49%)Rejected-Finance GOA | SOUTH GOA | GOA | 403103 | L4 | Rejected-Finance Financially Rejected being 4th lowest |
Tender Value
₹14.9 L
EMD Value
₹29,884
Closing Date
6 Feb 2026, 3:00 pmClosed
Harsha V. S. Kakodkar
O/o Executive Engineer, WD V, DDW, Sanguem, Goa
Urgent strengthening of the pipeline at Nala crossing at Balli and Quitol in Quepem constituency under Salaulim water works.
2026_DDW_27361_1
48-1/DDW-WD V-ASW/2025-26/06 L2
Open Tender
Civil Works - Water Works
Percentage
90 days
O/o Executive Engineer, WD V, DDW, Sanguem
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹29,884
16 Feb 2026
21 Jan 2026
9 Feb 2026
21 Jan 2026
6 Feb 2026
21 Jan 2026
Earthwork in excavation by manual means in foundation pipeline trenches drain (not exceeding 1.5m 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 50m. a)Ordinary soil
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 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a )All works upto plinth level
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 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) b) 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.
Centering & shuttering including Strutting, Propping & removal of forms for : i Foundations, Footings, Bases for columns
Centering & shuttering including Strutting, Propping & removal of forms for : ii Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. a In R.S. Joists
Hiring of Cranes -15 to 20 MT Capacity
Providing and laying three coat of anticorrosive and anti-toxic surface coating for MS pipeline. The paint shall be applied after removing the scales and rust over the pipe by wire brush. Paint shall be applied uniformly to achieve uniform coating of average DFT of 60 microns per coat with the brush. 2nd coat shall be applied over the 1st coat after 8 hrs. the process shall be repeated for the 3rd coat. DFT for the final coat shall be 35 microns. Final surface shall be uniform and shall have total thickness of about 150 microns. The rate is inclusive of material, transportation up to the site of work including, labour, machinery as required etc. complete. All three coats shall be of distinctive colour as approved be Engineer-in- charge.
Blast cleaning the surface of the old or new pipeline /concrete/R.C.C. Externally to remove all rust including providing sand machinery etc. complete as directed by the Engineer-in-charge.
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