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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-Finance 29 B RUCOL DICARPALE DAVORLIM NAVELIM SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹10.4 L | L1 | Accepted-Finance being quoted lowest and stands L1 accepted |
| 2 | L2₹11.7 L+₹1.3 L (12.6%)Rejected-Finance 29 B RUCOL DAVORLIM NAVELIM DICCARPALE GOA | ₹11.7 L+₹1.3 L (12.6%) | L2 | Rejected-Finance being quoted high and stands L2 rejected |
Tender Value
₹11.5 L
EMD Value
₹23,028
Closing Date
4 May 2026, 3:00 pmClosed
Executive Engineer
Office of Executive Engineer WD IV DDW Murida Fatorda. Mobile No. 9271144509
Replacement of 400mm MS pipeline with 400mm MS pipe due to corrosion of pipeline which is exposed to saline water at Cavalossim and construction of chambers near Vaz Enterprises in Benaulim constituency
2026_DDW_28891_1
DDW IV/2062/02/2026-27 line4
Open Tender
Civil Works - Water Works
Percentage
180 days
benaulim
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
₹23,028
2 Jun 2026
24 Apr 2026
7 May 2026
24 Apr 2026
4 May 2026
24 Apr 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 |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation in foundation pipeline trenches drain in saturated soil upto a depth of 0.60 m lift upto 1.50 m including shoring strutting and pumping/bailing out water stacking the excavated soil not more than 5 m. clear from the edge the excavation and returning the stacked soil in 0.15 m layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming watering and disposing of all surplus excavated soil within a lead upto 20m. | - | cu.m | - | - |
| 2 | Extra for earthwork excavated in saturated soil for every 0.30 m depth or part thereof over 0.60 m depth below water table including pumping and bailing out water | - | cu.m | - | - |
| 3 | Extra for earthwork excavated in saturated soil for every 0.30 m depth or part thereof over 0.60 m depth below water table including pumping and bailing out water | - | cu.m | - | - |
| 4 | Extra for earthwork excavated in saturated soil for every 0.30 m depth or part thereof over 0.60 m depth below water table including pumping and bailing out water | - | cu.m | - | - |
| 5 | Hiring of Cranes - 5 MT capacity | - | Per day | - | - |
| 6 | Hiring Charges of machineries 19) Pump for pumping water continuously from trenches | - | Per day | - | - |
| 7 | Manufacturing and supplying at site of work welded MS pipes of finished ID of suitable lengths made out of fabricating welding forming 'V' edge to both ends of the pipes sides including providing and fixing welding etc. of suitable MS hinges conforming to relevant IS codes stresses induced due to trench conditions backfilling class 'A' traffic loading handling temperature variation etc. testing the pipeline to a field test pressure of 25 kg /cm2 as directed by Engineer-in-charg e. (the finished internal dia.
is to be considered without cement mortar lining /Epoxy painting).;10 mm thick (plate welded);Dia in mm;400 | - | Meter | - | - |
| 8 | Welding in all position with minimum 3 Nos. of runs for MS pipes and specials and flanges internally and externally including gauging wherever necessary fixing appurtances and other accessories cost of water pumping arrangement and hydraulic testing etc. complete for 12mm/10mm thick M.S.plate.;Dia in mm;
300;400 | - | Each | - | - |
| 9 | Providing and applying 12 mm cement mortar 1:1 (1cement : 1 fine sand) on the internal surface of the MS pipeline including curing handling and preparation of pipe surface
labour machinery including cost of water and pumping arrangement etc. complete at factory stacking at site as per direction of Engineer -Incharge | - | sq.m | - | - |
| 10 | 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. | - | sq.m | - | - |
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