Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Finance | -45.45% | ₹9.8 L | L1 | Admitted-Finance |
| 2 | L2₹10.5 LAdmitted-Finance | -41.55% | ₹10.5 L | L2 | Admitted-Finance |
| 3 | L3₹10.7 LAdmitted-Finance | -40.70% | ₹10.7 L | L3 | Admitted-Finance |
| 4 | L4₹11.2 LAdmitted-Finance | -38.01% | ₹11.2 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical non responsive |
Tender Value
₹18 L
EMD Value
₹36,000
Closing Date
23 Jan 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Permanent Restoration of Malori Kupper, Pargalta Road and allied Links (Length 6.00 Kms) (Under Capex Budget)
2026_PWDJK_300491_13
short Enit-69 of 2025-26 dated 12-01-2026
Open Tender
Civil Works
25 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB)nagrota Jammu
₹36,000
6 Feb 2026
13 Jan 2026
24 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
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: All kinds of soil
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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Hand pack stone filling in wire crates including cost of crate wire and stones all complete as per direction of Engineer-in-charge (Crate size 6.00x1.20x1.20 mtr) complete job
Providing, laying, spreading, compacting and rolling RBM including supply of material to site of work complete
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
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Carriage of Material by Mechanical Transport
Sand/Stone Agg Below 40 mm for an avg. lead of 10.00 kms
Stone aggregate above 40 mm for an avg. lead of 10.00 kms
Stone for an avg. lead of 10.00 kms
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.48 MB
BOQ_974827.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid