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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.5 LAdmitted-Fee/PreQual/Technical/Finance | -49.77% | ₹10.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.6 L+₹5,670.56 (0.54%)Admitted-Fee/PreQual/Technical/Finance | -49.50% | ₹10.6 L+₹5,670.56 (0.54%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L2₹10.6 L+₹5,670.56 (0.54%)Admitted-Fee/PreQual/Technical/Finance | -49.50% | ₹10.6 L+₹5,670.56 (0.54%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L3₹15.5 L+₹4.9 L (46.7%)Admitted-Fee/PreQual/Technical/Finance | -26.30% | ₹15.5 L+₹4.9 L (46.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L4₹16.8 L+₹6.3 L (59.3%)Admitted-Fee/PreQual/Technical/Finance | -20.00% | ₹16.8 L+₹6.3 L (59.3%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
9 Apr 2026, 4:00 pmClosed
EXECUTIVE ENG PHE DV BUDGAM
engineering complex budgam
Annual maintenance to PHE installations, structures including pipe network and execution of emergent nature of jobs for all water supply schemes of P.H.E Sub Division Beerwah for the year 2026-27
2026_PHE_307166_2
e NIT 01 PHE Division Budgam
Open Tender
Civil Works
Item Rate
BUDGAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
EXECUTIVE ENGINEER PHE DIVISION BUDGAM
₹20,000
11 Apr 2026
2 Apr 2026
10 Apr 2026
2 Apr 2026
9 Apr 2026
2 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 | Arresting of leakages of G.I pipe network comprising of supply mains, Sub mains and distribution system at spots including trench excavation manually or by mechanical means if required at site for all kinds of soils strata/ road cutting/ordinary rock, with all leads and lifts. Providing and fixing of spun yarn with wood packing for tightening of leaking joints, setting right the profile of the joint including cost of dewatering if required at site, refilling of the trenches with available soil and consolidating each deposited layer by ramming and watering (complete job) | - | - | - | - |
| 2 | 80 mm to 150 mm nominal bore | - | Joint | - | - |
| 3 | 50 mm to 65 mm nominal bore | - | Joint | - | - |
| 4 | 20 mm to 40 mm nominal bore | - | Joint | - | - |
| 5 | Arresting of leakages of D.I mains, sub mains at spots including trench excavation manually or by mechanical means if required at site, for all kinds of soil Strata/ road cutting/ordinary rock, including all leads and lifts, providing and fixing of spun yarn with wood packing for tightening of leaking joints, setting right the profile of the joint and including cost of dewatering if required at site, refilling of the trenches with available soil and consolidating each deposited layer by ramming and watering (complete job) | - | - | - | - |
| 6 | Up to 150 mm nominal bore | - | Joint | - | - |
| 7 | Above 150 mm up to 300 mm nominal bore. | - | Joint | - | - |
| 8 | Above 300 mm nominal bore | - | Joint | - | - |
| 9 | Arresting of leakages of C.I mains, sub mains at spots including trench excavation manually or by mechanical means if required at site, for all kinds of soil Strata/ road cutting/ordinary rock, including all leads and lifts, providing and fixing of spun yarn with wood packing for tightening of leaking joints, setting right the profile of the joint and including cost of dewatering if required at site, refilling of the trenches with available soil and consolidating each deposited layer by ramming and watering (complete job) | - | - | - | - |
| 10 | Up to 150 mm nominal bore | - | Joint | - | - |
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