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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹60.3 L
EMD Value
₹1.2 L
Closing Date
16 Sept 2026, 3:00 pmClosed
Executive Engineer
WD.II, DDW, PORVORIM GOA
Laying of pipeline from Madhukar Chari house to Vithal Store at Kumavnewado in V.P. Sirsaim in Tivim Constituency
2026_DDW_31722_1
DDW/ WD.II/ ASW/ F.24-E/ 24/ 2026-27/ L-5
Open Tender
Pipe Laying Works
Percentage
120 days
Tivim
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
₹1.2 L
17 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 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. | 1,056 | Cu.m. | 550.77 | ₹5,81,616.29 |
| 2 | 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 Manual Means :;Rural Roads | 960 | Sq.m. | 410 | ₹3,93,600 |
| 3 | 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 16422-2014and IS 16647-2017 with integral homogeneous spigot having elastomeric sealing ring made of EPDM rubber ( one per pipe) . PN 16;Size in mm -OD;110 | 1,600 | Metre | 1,184 | ₹18,94,400 |
| 4 | 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 );Dia in mm;PN 6 (6 kg/cm2);110 | 1 | Each | 112 | ₹112 |
| 5 | Supplying at store or site of work including railway freight carting loading unloading stacking etc. C. I. single large orifice air valve( fig S2)confirming to IS 14848/2000 with suitable connections as directed by Engineer -In- Charge for working pressure of 16kg/sq.cm. (Class A);Supplying at store or site of work including railway freight carting loading unloading stacking etc. cast iron single orifice type Air( fig S2confirming to IS 14848/2000 with suitable connections as directed by Engineer -In- Charge for working pressure of 10Kg/sq cm (TYPEP.N. 1.0) (Class A);Dia in mm;25 | 2 | Each | 9,078 | ₹18,156 |
| 6 | Supplying at store or site of work including freight transit insurance carting loading unloading stacking etc. Ductile Iron double flanged manually operated Sluice valve generally confirming to IS 14846-2000 non rising spindle type (soft seated) resilient seated with Body Bonnet of Ductile Iron of grade GGG40 or SG 400/12 400/15 500/7 or equivalent grade as per IS 3896 part 2-1985 and subsequent revisions Wedge fully rubber lined with food grade EPDM( WRAS approved) and seals of NBR spindle stem SS/AISI 410 and having glandless operation. The valve should be vacuum tight 100% leak proof with face to face dimensions as per IS14846-2000 or BS 5163-89 or DIN 3202-F4. The valves shuld be coated with electrostatic Powder/ Epoxy Coating on both inside and outsideminimum 250 microns thickness of blue color RAL5017/5005 suitable for drinking water and shall have pocket less body passage. The flanges shall be Drilled as per IS: 1538 with latest amendments. The valve shall be supplied with Hand Wheel for operation (by-pass and gear arrangements for sizes above 400mm dia) and relevant Test & Guarantee certificates. TYPE P.N. 1.6 (Class A);Nominal Diameter in mm;100 | 2 | Each | 24,148 | ₹48,296 |
| 7 | Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.;Flanged Socket Tail piece ( Flanged Adaptors);Nominal Dia in mm;100 | 4 | Each | 3,925 | ₹15,700 |
| 8 | Conveying 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;110 mm OD | 1,600 | Metre | 4 | ₹6,400 |
| 9 | Jointing of RING FIT PVC pipes by cleaning the pipes and hydraulic testing of joints etc. complete as directed by the engineer in-charge;Outer Diameter in mm;110 | 267 | Each | 9.5 | ₹2,536.5 |
| 10 | Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I;Nominal diamter in mm.;100 | 2 | Each | 317 | ₹634 |
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