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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-Finance FLAT NO T 1 H NO 1216 T 1 SAMRUDDHI SQUARE SALVADOR DO MUNDO ALTO TORDA BARDEZ GOA | NORTH GOA | GOA | 403529 | ₹12.0 L | L1 | Accepted-Finance Quoted below |
| 2 | L2₹12.2 LRejected-Finance ASHIRWAD H NO 481 FF1 PART VIDHYA ENCLAVE VOLANT BETIM ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403001 | ₹12.2 L | L2 | Rejected-Finance Quoted above |
| 3 | L3₹12.3 LRejected-Finance FLAT NO 223 34 SAMRUDDI LIFESTYLE COELHO WADO PENHA DE FRANCA PORVORIM GOA | NORTH GOA | GOA | 403001 | ₹12.3 L | L3 | Rejected-Finance Quoted above |
Tender Value
₹11.7 L
EMD Value
₹23,371
Closing Date
28 Apr 2026, 3:00 pmClosed
Executive Engineer, WD.III,DDW, Bicholim-Goa
Executive Engineer, WD.III,DDW, Bicholim-Goa
Maintenance of water supply in bicholim taluka Replacement 80mm AC pipeline to 90mm PVC pipeline from washing center to Flour mill Sashtiwada in V.P Mayem Vaiginim in Mayem Constituency.
2026_DDW_28783_1
DDW/D.III/10-4-E/01/2026-27-1 Date 17/04/2026
Open Tender
Civil Works - Water Works
30 days
Maintenance of water supply in bicholim
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹23,371
5 May 2026
18 Apr 2026
29 Apr 2026
18 Apr 2026
28 Apr 2026
19 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 by mechanical means (hydraulic excavator) 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.
All kinds of soil | - | cu.m | - | - |
| 2 | Earthwork in excavation by mechanical means (hydraulic excavator) 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. All kinds of soil All types of Ordinary rock including all types of laterite rock, blasting prohibited | - | cu.m | - | - |
| 3 | Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of
engineer in charge. By Mechanical Means :Rural Roads | - | sq.m | - | - |
| 4 | Supplying at store or site of work Rigid PVC
(SEL FIT) pipes for public water supply including
Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, Conforming to IS: 4985-2000, and bearing ISI mark, Class 6 kg/cm2.Outer Dia in mm;90 | - | Metre | - | - |
| 5 | Supply of rigid PVC fittings conforming to IS:7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. complete.END CAP (plain);Outer Dia in mm;PN 6 ( 6kg/cm2);90 | - | Each | - | - |
| 6 | Supply of rigid PVC fittings conforming to IS:7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. complete. Tee Dia in mm PN 10 (10kg/cm2);25 | - | Each | - | - |
| 7 | Supply of rigid PVC fittings conforming to IS:7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. complete. Coupler ( Moulded);Outer Dia in mm ;90;160 | - | each | - | - |
| 8 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints Cast iron or Ductile iron or A.C. or S & S or flanged& PVC pipes. | - | QTL | - | - |
| 9 | Jointing of rigid / SEL FIT PVC pipes by cleaningthe pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc.complete as per IS:7634-1975 Part 3, including hydraulic testing of jointsas directed by theEngineer in-charge.Outer Diameter in mm 90 | - | Each | - | - |
| 10 | 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. | - | each | - | - |
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