Tender For Extension Of Water Supply Pipeline Network In Ward No. Vi At Onskarwada In Village Panchayat Dhargal Of Pernem Constituency.
Tender Value
2.50 Lakhs
Estimated cost
Bid Submission
16 Sep 2026
0 days left
EMD
5018
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Extension Of Water Supply Pipeline Network In Ward No. Vi At Onskarwada In Village Panchayat Dhargal Of Pernem Constituency.
BOQ
| Sl. No. | Item Description |
| 1 | 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;63 |
| 2 | 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;63;160 |
| 3 | 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.;Male Threaded Adaptor;Outer Dia in mm;63;160 |
| 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);63 |
| 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.;Service Saddle;Dia in mm;63x25;160 |
| 6 | Supplying at store or site of work including railway freight carting loading unloading stacking etc. C. I. single large orifice air valve ( fig S2confirming to IS 14848/2000 with suitable connections as directed by Engineer -In- Charge for working pressure of 10kg/sq.cm. (Class B);Dia in mm;25 |
| 7 | Brass fullway valve 50mm |
| 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;63 mm OD |
| 9 | Jointing 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.;Outer Diameter in mm;63 |
| 10 | Construction of masonry chamber 60x60x75cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4coarse sand) for sluice valves 50 to 80mm with necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation cost of surface cover and all other materials and labour and as per details below);with C.I. Surface box 100mm top dia 160mm bottom dia and 160mm deep of wt 15kg inside with chain lid in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 11 | Earthwork in excavation by mechanical means (hydraulic excavation )/manual means in foundation pipelines trenches in all types of soft stratas comprising any of the materials such as soil ,silt, sand, clay ,gravels, moorum of all varietie, shingles .pebbles all types of conglomerates , laterite rocks ,ordinary rocks ,soft rocks disintegrated rocks, fissured ,shattered /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. in all conditions such as dry ,moist , foul saturated submerged etc. and as directed by the Engineer-in-charge etc. all complete in foundation pipeline trenches /drains ( not exceeding 1.5 m in width 10sq. m. on plan) including dressing of sides, ramming of bottoms including getting out the excavated soil and disposal of surplus excavted soil for all lead and all lifts including barricading, danger lighting guarding as per direction of Engineer-in-charge . |
| 12 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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