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Tender Value
₹7.7 L
EMD Value
₹16,000
Closing Date
29 Sept 2026, 10:00 amDue tomorrow
Gaurav
Divisional Engineer Mohali PWRMDC Division Water Resources Bhawan Sector 68 SAS Nagar
Estimate of UGPL for 01 No. Deep T/Well at Vill. Khijrabad 5 in Sialba Majri Block in District SAS NAGAR (Under 502 no. New Deep T/wells Project) (Khijrabad 5) (Part - B)
2026_WR_175743_1
25/Mohali
Open Tender
Civil Works
Item Rate
180 days
Khijrabad SIALBA MAJRI BLOCK
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
₹16,000
Yes
19 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Laying of PVC Underground Pipe Line 160 mm & 200mm dia of T/Well Village Khijrabad 5 in Sialba Majri Block in District SAS NAGAR | - | - | - | - |
| 2 | Dag Belling double kassi stroke V-Shape minimum 10 cm depth.C.S.R item no. 6.18(b) + 5.35% premium = 1762 + 5.35% Premium (A&C slip no.5 dt- 28/02/2023) | 1.63 | KM | - | - |
| 3 | Exacavation by mechanical means (JCB or Hydrulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimmingEarth work excavation trimming and dressing of sides, leveling of beds of trenches to correct grade, cutting joint holes, refilling, consolidation, watering, including the cost of dewatering of rain water,Diversion for traffic, nightsignals. Providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing etc.and removal of surplus soil outside/inside the town involving lead upto 15mtr. complete in all respect. | 1,307.33 | CUM | - | - |
| 4 | Laying, fixing and jointing of PVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification. 160 mm o/d pipe of 2.5 kgf./sqcm | 795 | MTR | - | - |
| 5 | Laying, fixing and jointing of PVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification. 200 mm i/d pipe of 2.5 kgf/sqcm | 830 | MTR | - | - |
| 6 | Supply carriage and fixing PVC Bend size 160 mm Ф,4 kgf/sqcm, 1.5 mtr length of 90 degree | 5 | No | - | - |
| 7 | Supply carriage and fixing PVC Bend size 160 mm 4 kgf/sqcm, 1.5 mtr length of 45 degree | 6 | No | - | - |
| 8 | Supply carriage and fixing PVC Bend size 160 mm Ф, 4 kgf/sqcm, 1.5 mtr length of 30 degree | 8 | No | - | - |
| 9 | Supply carriage & fixing equal PVC Tee pressure 4 kgf/Cm², 160x160x160mm | 4 | No | - | - |
| 10 | Cost of One No. Riser of 160 mm dia unit each (Without the cost of PVC Pipe) | 8 | No. | - | - |
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