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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.4 LAdmitted-Finance 140 IGRAMOL QUEPEM GOA | -5.55% | ₹10.4 L | L1 | Admitted-Finance |
| 2 | L2₹11.3 LAdmitted-Finance 54 B BAMONSAI SANGUEM SOUTH GOA 403 704 | SOUTH GOA | GOA | 403704 | +3.00% | ₹11.3 L | L2 | Admitted-Finance |
Tender Value
₹11.0 L
EMD Value
₹22,034
Closing Date
27 Apr 2026, 3:00 pmClosed
Executive Engineer
WD VI DDW Margao Goa
Replacement of existing GI rising main pipeline and distribution pipeline at Tirwal in VP Poinguinim in Canacona Constituency.
2026_DDW_28767_1
DDW/WD-VI/TN/2026-27/03 line 06
Open Tender
Civil Works - Water Works
180 days
WD VI DDW Margao Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹22,034
20 May 2026
17 Apr 2026
28 Apr 2026
17 Apr 2026
27 Apr 2026
17 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches, drain not exceeding 1.5m in width 10 sq.m on plan including dressing of sides ramming of bottoms for all lead and lift including setting out the excavated soil & disposal of surplus soil with all lead including providing barricading danger lighting guarding as directed by departmental officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting probhibited in all conglomerates as directed by the Engineer-incharge etc, complete. | |||||
| 2Supplying 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 10 kg/cm2 | |||||
| 2.01 | 90 mm dia | - | Metre | - | - |
| 2.02 | 140 mm dia | - | Metre | - | - |
| 3Supplying 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 | |||||
| 3.01 | 90 mm dia | - | Metre | - | - |
| 4Conveying carefully from stack at site 250m from both sides rolling and lowering in trenches laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge | |||||
| 4.01 | 90 mm OD | - | Metre | - | - |
| 4.02 | 140 mm OD | - | Metre | - | - |
| 5Jointing of rigid / SEL FIT PVC pipes by cleaning the 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 joints as directed by the engineer in-charge. | |||||
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