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Tender Value
₹6.7 L
EMD Value
₹13,390
Closing Date
14 Oct 2026, 10:00 am7d left
Executive Engineer VII WRD Dhargal
o/o EE VII WRD Dhargal
Extension by incorporating Piped irrigation system for of DWC 9 off taking from Ch 9 18 km of B 2 distributory of RBMC of TIP in Village Allarna of Pernem Taluka
2026_WRD_32165_1
WRD/WDVII/2026-27/TN-15/L3
Open Tender
Civil Works
Item Rate
60 days
Village Allarna of Pernem Taluka
As per tender documents
3 documents required · 3 mandatory
₹5,000
₹13,390
5 Oct 2026
5 Oct 2026
15 Oct 2026
5 Oct 2026
14 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.All kinds of soil Ch. 0.00 - 0.420 km | 346 | Cu.m. | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.Chambers Anchor blocks 480.00/30.00 = 16 | 2.5 | Cu.m. | - | - |
| 3 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:All works upto plinth level Chambers Anchor blocks Siphon chambers Anchor blocks | 9 | Cu.m. | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of formwork for a ) Foundations, footings, bases for columns and mass concrete.Siphon chambers Anchor blocks | 49 | Sq.m. | - | - |
| 5 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) Siphon chambers | 38 | Sq.m. | - | - |
| 6 | 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.Total quantity excavated Deductions Rubble packing Bed PCC Volume of chambers below G.L.Volume of pedestals below G.L. | 335 | Cu.m. | - | - |
| 7 | 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 4 kg/cm2.f) 160 Ch. 0.00 - 0.420 km | 480 | Metre | - | - |
| 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 incharge f) 160 Ch. 0.00 - 0.420 km | 480 | Metre | - | - |
| 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 hydralic testing of joints as directed by the engineer incharge.Outer Diameter in mm f) 160 480.00/6.00 = 80 | 80 | Nos | - | - |
| 10 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS : 14846-2000 and bearing ISI mark double flanged with cap. TYPE P.N. 1.0 (Class B ) Nominal Diameter in mm d) 150 | 1 | Nos | - | - |
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