Improvement Upgradation of road from Kullian to R.S. Pura Under SASCI Restoration

CE RandB Jammu · Jammu, Jammu and Kashmir · Civil Works & Infrastructure · open

Key facts

Tender value: ₹3.5Cr
EMD: ₹7.0L
Published: 05 Oct 2026
Closing date: 12 Oct 2026
Status: open
Status as of: 06 Oct 2026 15:33 UTC
Department: PWD
Office: SE RandB South Jammu

Description

Tender for the improvement and upgradation of the road from Kullian to R.S. Pura under SASCI Restoration, Jammu, with an estimated value of 34.9 million INR. The scope includes demolition, earthwork, concrete work, paving, and related civil works.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Open Tender
Evaluation: Percentage
Make in India (MII): No
MSE preference: No

Line items (33)

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) — Qty: 36 Cum
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge — Qty: 51.2 Cum
Engaging TLB/JCB for clearing of unhygenic material/mulba/slush from nallah as per direction of Engineer-in-charge — Qty: 50 Hrs
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil — Qty: 600 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: All kinds of soil — Qty: 337.5 Cum
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth, lead upto 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil — Qty: 3000 SQm
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) — Qty: 203.63 Cum
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 81.6 cum
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 83.25 cum
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete — Qty: 90 SQm
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level — Qty: 5712 Kg
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m — Qty: 135 Cum
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns — Qty: 1200 Sqm
Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms. — Qty: 36 Sqm
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. — Qty: 50 Kg
Providing and laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power roller of 8 to 10 tonne capacity base course with 63 to 45 mm size including stone screening 13.2 mm size etc complete — Qty: 1500 Cum
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 / basecourse 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 — Qty: 1000 Cum
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. On W.B.M. @ 0.75 Kg/sqm. — Qty: 10000 SQm
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. On bitumen surface @ 0.50 Kg/sqm. — Qty: 17500 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 directions of Engineer-in-Charge. 50 to 100 mm average 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. — Qty: 875 Cum

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