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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.3 LAdmitted-Finance H NO 178 PERIGOL KAVIEM PONDA GOA | NORTH GOA | GOA | 403506 | -20.00% | ₹18.3 L | L1 | Admitted-Finance |
| 2 | L1₹18.3 LAdmitted-Finance FLAT NO S 1 NEAR JAMIYA MASJID COTTOWADA PONDA GOA | SOUTH GOA | GOA | 403103 | -20.00% | ₹18.3 L | L1 | Admitted-Finance |
| 3 | L1₹18.3 LAdmitted-Finance FLAT NO 223 34 SAMRUDDI LIFESTYLE COELHO WADO PENHA DE FRANCA PORVORIM GOA | NORTH GOA | GOA | 403001 | -20.00% | ₹18.3 L | L1 | Admitted-Finance |
Tender Value
₹22.8 L
EMD Value
₹45,628
Closing Date
17 Apr 2026, 3:00 pmClosed
Executive Engineer WD-I
o/o Executive Engineer WD-I DDW, St. Inez, Panaji
Improvement of water supply system by laying 90mm and 63mm OD PVC pipeline from Ankush Naik house to Ritesh Gad house at Thapanwada ward no. 8 V.P. in Cumbharjua Tiswadi Goa.
2026_DDW_28577_1
DDW/DI/ASW/01/26-27 Line1
Open Tender
Civil Works - Water Works
150 days
Panaji
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹45,628
21 Apr 2026
7 Apr 2026
20 Apr 2026
7 Apr 2026
17 Apr 2026
7 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 |
|---|---|---|---|---|---|
| 1Cutting the bituminous road for laying the pipeline in trenches 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. | |||||
| 1.01 | a) By Manual Means | - | - | - | - |
| 1.02 | 1) District Road, State highway, National highway and roads of similar standards | - | Sq.m | - | - |
| 2Earthwork in excavation in all types of stratas comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varities, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/Shuttered / decomposed rock or weathered rock and all such other materials described under Appendix-A to those specifications either in full or in parts as the case may be, adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling/wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions etc. and as directed by the Engineer-in-Charge etc. All complete in foundation, pipeline trenches, drains not exceeding 1.50 mts. width 10 sq.m. on plan including dressing of sides ramming of bottoms including getting out the excavated soil and disposal of surplus soil for all leads & lifts including providing barricading, danger lighting, guarding as directed by the departmental officer. | |||||
| 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 | Outer Dia in mm | - | - | - | - |
| 3.02 | a) 90mm dia | - | Metre | - | - |
| 4Supplying 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. | |||||
| 4.01 | Outer Dia in mm | - | - | - | - |
| 4.02 | a) 63mm dia | - | Metre | - | - |
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