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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-Finance H NO 1397 7 NEAR PRIMARY SCHOOL MADEL TIVIM BARDEZ GOA | SOUTH GOA | GOA | 403103 | ₹9.3 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹12.4 LRejected-Finance FLAT NO 223 34 SAMRUDDI LIFESTYLE COELHO WADO PENHA DE FRANCA PORVORIM GOA | NORTH GOA | GOA | 403001 | ₹12.4 L | L2 | Rejected-Finance Not Lowest |
Tender Value
₹11.7 L
EMD Value
₹23,307
Closing Date
14 Apr 2026, 3:00 pmClosed
Executive Engineer
WD.II, DDW, PORVORIM GOA
Urgent interconnection of various conveying mains and distribution mains to streamline the water supply network of Anjuna village panchayat area for upcoming 5.6 MLD WTP in Siolim Constituency.
2026_DDW_28564_1
DDW/ WD.II/ ASW/ F.24-E/ 01/ 2026-27/ L-3
Open Tender
Pipe Laying Works
60 days
Siolim
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹23,307
6 May 2026
7 Apr 2026
15 Apr 2026
7 Apr 2026
14 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 |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation pipeline trenches, drains not exceeding 1.5 m in width 10sq.m on plan including dressing of sides ramming of bottoms for all lift including getting out the excavated soil & disposal of surplus soil for all lead and in all types of soft stratas comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties shingles, pebbles all types of conglomerates, laterite rocks, ordinary rocks, soft rock disintergrated rocks, fissured, shuttered/decomposed rock, weathered rocks 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 method / methods as may be convenient or permitted inclusive of chiseling, wedging etc, blasting prohibited and in all conditions such as dry , moist , foul, saturated submerged etc including providing barricading, danger lighting guarding and as per the direction of the Engineer-in-charge etc. | - | Cu.m. | - | - |
| 2 | 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. | - | Cu.m. | - | - |
| 3 | Cutting 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.; By Manual Means :; District Road, State highways, National highway and roads of similar standards | - | Sq.m. | - | - |
| 4 | Supplying at store or site of work including freight, loading, unloading and stacking at site Oriented PVC (PVC-O) ring fit type pipes having orientation class 500, conforming to ISO 16422-2014, and IS 16647-2017, with integral homogeneous spigot having elastomeric sealing ring made of EPDM rubber (one per pipe). PN 16; Size in mm -OD; 160 | - | Metre | - | - |
| 5 | Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR), CI compression glands and coated MS Nuts bolts.; All Socket Tee; Nominal Dia in mm; 250x250x150 | - | Each | - | - |
| 6 | Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR), CI compression glands and coated MS Nuts bolts.; All Socket Tee; Nominal Dia in mm; 350x350x150 | - | Each | - | - |
| 7 | Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.; Long Sleeve Collar Coupling (Cut & Repair Coupling); Nominal Dia in mm; 250 | - | Each | - | - |
| 8 | Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.; Long Sleeve Collar Coupling (Cut & Repair Coupling); Nominal Dia in mm; 350 | - | Each | - | - |
| 9 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS: 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS: 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 .; Nominal Diameter in mm ; 250 | - | Metre | - | - |
| 10 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast iron double flanged manually operated Sluice Valve generally conforming to IS: 14846 - 2000 having body, door, dome, gland in graded cast iron to IS:210 Gr. FG 200Min., four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI410, spindle, Flanges drilled to IS:1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and Spur gear box. and back seat bush) TYPE P.N. 1.0 (Class A); Nominal Diameter in mm; 150 | - | Each | - | - |
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