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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.6 LAdmitted-Fee/PreQual/Technical/Finance | -16.00% | ₹13.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.1 L+₹51,641.57 (3.81%)Admitted-Fee/PreQual/Technical/Finance | -12.80% | ₹14.1 L+₹51,641.57 (3.81%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.2 L+₹61,146.84 (4.51%)Admitted-Fee/PreQual/Technical/Finance | -12.21% | ₹14.2 L+₹61,146.84 (4.51%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹14.5 L+₹96,827.94 (7.14%)Admitted-Fee/PreQual/Technical/Finance | -10.00% | ₹14.5 L+₹96,827.94 (7.14%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-additional performance security not uploaded |
Tender Value
₹16.1 L
EMD Value
₹49,000
Closing Date
21 Aug 2026, 12:00 pmClosed
Executive Engineer PHE Division Pulwama
Executive Engineer PHE Division Pulwama
same as above
2026_PHE_319088_2
o6/PHEP OF 2026-27
Open Tender
Civil Works - Water Works
Percentage
90 days
Executive Engineer PHE Division Pulwama
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer PHE Division Pulwama
₹49,000
27 Aug 2026
3 Aug 2026
21 Aug 2026
3 Aug 2026
21 Aug 2026
3 Aug 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 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.:All kinds of soil : | 82.35 | cum | 592.9 | ₹48,825.31 |
| 2 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet | 36.54 | cum | 184.95 | ₹6,758.07 |
| 3 | Pumping out water caused by springs, tidal or river seepage, broken water mains or
drains and the like. | 245.49 | Kl | 167.8 | ₹41,193.22 |
| 4 | providing / laying hand packed stone soling of suitable size incl ramming, dressing incl all leadsand all carraiges | 23.67 | cum | 1,320 | ₹31,244.4 |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.Quarry | 68.49 | cum | 5,536.55 | ₹3,79,198.31 |
| 6 | Coursed Rubble Masonry with hard stone in foundation and plinth and curing complete with:
7.6.1 Cement mortar 1:6 (1 Cement : 6 coarse Sand) 2nd sort | 68.92 | cum | 8,553.15 | ₹5,89,483.1 |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2.26 | cum | 6,591.25 | ₹14,909.41 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 7.54 | sqm | 286.25 | ₹2,158.33 |
| 9 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1,777.44 | kg | 120.8 | ₹2,14,714.75 |
| 10 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm | 79.33 | sqm | 809.9 | ₹64,245.32 |
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finance_1055379.pdf
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BOQ_1055379.xls
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corrigendum.pdf
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