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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | -44.33% | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹4.3 L (1.76%)Admitted-Finance | -43.35% | ₹2.5 Cr+₹4.3 L (1.76%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹75.3 L (30.9%)Admitted-Finance | -27.11% | ₹3.2 Cr+₹75.3 L (30.9%) | L3 | Admitted-Finance |
| 4 | L4₹4.1 Cr+₹1.7 Cr (69.8%)Admitted-Finance | -5.50% | ₹4.1 Cr+₹1.7 Cr (69.8%) | L4 | Admitted-Finance |
Tender Value
₹4.4 Cr
EMD Value
₹8.7 L
Closing Date
13 Apr 2026, 6:00 pmClosed
S E PWD R and B Circle South Jammu
S E PWD R and B Circle South Jammu
Improvement Upgradation by way of Widening of road from Chak Mohd Yard to Dewangarh Chowk Length-3.00 Kms.Under NABARD
2026_PWDJK_305721_1
e-NIT No.SESJ/18 of 2025-26 dated 09-03-2026
Open Tender
Civil Works
Percentage
Chak Mohd Yard to Dewangarh Chowk Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
S E PWD R and B Circle South Jammu
₹8.7 L
S E PWD R and B Circle South Jammu
17 Apr 2026
9 Mar 2026
15 Apr 2026
9 Mar 2026
13 Apr 2026
9 Mar 2026
23 Mar 2026
Providing and laying of River bed material filling including watering and compacted with vibratory roller all lead and lift, loading/unloading completee job
Providing and laying spreading and compacting graded stone aggregate (size rang 45mm to 0.075mm) to Wet Mix Macadam(WMM) specification including premixing mix. Plant ,carriage of mixed material by tipper to site for all leads, lifts and carriages laying in unform 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 applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.16.38.1 On W.B.M. @ 0.75 Kg/sqm.
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge and 50mm thick compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and applying tack coat using hot straight run bitumen of grade -VG30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications on bitumen surface @0.50kg/sqm.
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge and 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix plant of 100-120 TPH capacity.
Earth work in excavation by manual/mechanical means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 1 Osqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in All kinds of soil
Providing and laying in position cement concrete 1:5:10 ( 1 cement: 5 course sand: 10 crusher stone Aggregate) of specified grade excluding the cost of centring and shuttering- All work upto plinth level.
Providing and laying in position cement concrete 1:3:6 ( 1 cement: 3 course sand: 6 with 20mm size crusher stone Aggregate) of specified grade excluding the cost of centring and shuttering. All work upto plinth level.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers •. abutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills,sunken floors fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing: 1:3:6 mix with 20mm size aggregate.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size
Providing and laying 50mm thick cement concrete flooring in nominal mix 1:2:4 of specified grade excluding the cost of centring and shuttering (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Centnng and shuttering including strutting~ propping etc and removal of form work for. Foundations footings. bases of columns
Centnng and shuttering including strutting~ propping etc and removal of form work for. Suspended floors, roofs, landing, balvonies and accwss plateform.
Centnng and shuttering including strutting~ propping etc and removal of form work for. Retatning walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and strmg courses fillets etc
Centnng and shuttering including strutting~ propping etc and removal of form work for. Edges of slabs and breaks in floors and walls above 20cms wide
Providing and fixing PVC pipes for weep holes of superior and approved quality (Supreme make/prince) 110mm dia.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m
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. 450 mm dia. R.C.C. pipe
Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface.
12mm thick cement plaster in 1:6mix
Carriage of sand/ stone aggregate below 40mm size for an average lead of 20kms by mechanical transport including loading/unloading and stacking at site complete.
AMC for 1st Year (Rs.39752000/- @0.8%)
AMC for 2nd Year (Rs.39752000/- @1.4%)
AMC for 3rd Year (Rs.39752000/[email protected]%)
AMC for 4thYear (Rs.39752000 @2.6%)
AMC for 5thYear (Rs.39752000/- @3.2%)
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