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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7,462.36Admitted-Finance | -42.55% | ₹7,462.36 | L1 | Admitted-Finance |
| 2 | L2₹8,834.04+₹1,371.68 (18.4%)Admitted-Finance | -31.99% | ₹8,834.04+₹1,371.68 (18.4%) | L2 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹12,000
Closing Date
30 Apr 2026, 4:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIVISION KATHUA
PMGSY DIVISION KATHUA
Temporary Restoration of road under Juridiction of PMGSY Division Kathua (Sub Div Basohli) G8
2026_JKRRD_147359_4
EEPMGSYKUA01OF2026 27 08.04.2026
Open Tender
CIVIL
Percentage
365 days
kathua
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
EXECUTIVE ENGINEER PMGSY DIVISION KATHUA
₹12,000
PMGSY DIVISION KATHUA
21 May 2026
23 Apr 2026
1 May 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
24 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 |
|---|---|---|---|---|---|
| - | Slip Clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. | 1 | Cum | - | - |
| - | Slip Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal
lead upto 50 m and lift upto 1.5 m (including Clearance of Drain Complete Job.) | 1 | Cum | - | - |
| - | Slip ClearanceIn soils; mixed with Decomposed Rocks; by blasting or any other means | 1 | Cum | - | - |
| - | Providing and laying of RBM filling including cost of consolidation and all
leads,lifts and carriage complete. | 1 | Cum | - | - |
| - | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres in 80%All kinds of soil.20% ordinory
rock | 1 | Cum | - | - |
| - | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire
conforming to IS:280 and IS:4826 in 100mm x 100 mm mesh ( woven
diagonally) including 10 percent extra for laps and joints laid with stone
boulders weighing not less than 25Kg each as per drawing & technical
specifications, Clause 1301 including carriage of material including all carriages
of materials by MT, leads and lifts etc complete. | 1 | Cum | - | - |
| - | Providing and laying non-pressure of specified class R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.
complete.1000 mm dia. R.C.C. pipe (laying by manual/mechanical
means) | 1 | RMT | - | - |
| - | Providing and laying non-pressure of specified class R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.
complete.600 mm dia. R.C.C. pipe (laying by manual/mechanical
means) | 1 | RMT | - | - |
| - | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 1 | sqm | - | - |
| - | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts,
laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 1 | cum | - | - |
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