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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Finance | -37.99% | ₹4.4 L | L1 | Admitted-Finance |
| 2 | L2₹4.7 L+₹32,844.23 (7.51%)Admitted-Finance | -33.33% | ₹4.7 L+₹32,844.23 (7.51%) | L2 | Admitted-Finance |
| 3 | L3₹5.0 L+₹65,477.02 (15.0%)Admitted-Finance | -28.70% | ₹5.0 L+₹65,477.02 (15.0%) | L3 | Admitted-Finance |
| 4 | L4₹5.1 L+₹77,458.82 (17.7%)Admitted-Finance | -27.00% | ₹5.1 L+₹77,458.82 (17.7%) | L4 | Admitted-Finance |
Tender Value
₹7 L
EMD Value
₹14,000
Closing Date
15 Jun 2026, 1:00 pmClosed
Executive Engineer CMD PDC Udhampur
Office of Chief Engineer CIandD Wing JKPDC Jammu
Repair of damaged R Wall near right bank upstream of Tawi on Escape Outfall Gate side of Power House Stage-I
2026_SPDC_310857_4
eNIT 02 of 2026-27
Open Tender
Civil Works
Percentage
45 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
CPAO Jammu
₹14,000
Office of Chief Engineer CIandD Wing JKPDC Jammu
6 Aug 2026
26 May 2026
17 Jun 2026
26 May 2026
15 Jun 2026
26 May 2026
26 May 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 excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil. | 7.2 | Cum | 479.3 | ₹3,450.96 |
| 2 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and
curing complete with:: Cement mortar 1:6 (1 Cement : 6 coarse sand) | 83.14 | cum | 5,402.9 | ₹4,49,197.11 |
| 3 | Providing and fixing uPVC pipes (working pressure 4 kg / cm2 ) Single socketed pipe metre 110 mm dia (as weep holes) | 16 | Metre | 235.41 | ₹3,766.56 |
| 4 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 36 | cum | 3,093.3 | ₹1,11,358.8 |
| 5 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | 180 | Cum | 167.8 | ₹30,204 |
| 6 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Quarry stone | 105 | Sqm | 478.55 | ₹50,247.75 |
| 7 | Grouting of stone pitching using M-10 nominal mix concrete (max. sizeof aggregates; 20mm nominal) @ 6.00 cum per 100 sqm on horizontal/side slopes; complete including curing. | 105 | Sqm | 327.6 | ₹34,398 |
| 8 | Carriage of material By Mechanical Transport including loading, unloading and stacking | - | - | - | - |
| - | Cement avg 05 km | 1.39 | MT | 178.43 | ₹248.02 |
| - | Sand average 03 km | 2.89 | Cum | 165.84 | ₹479.28 |
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