Construction of link road from irrigation lift to temple and allied links at village Saradari camp (Under Road Sector (New Works) Capex Budget 2026-27)
PWD · Saradari camp, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹14.9L
- EMD: ₹30K
- Published: 24 Sep 2026
- Closing date: 09 Oct 2026
- Status: open
- Ministry: Public Works Department
- Department: Roads & Buildings
- Office: CE RandB Jammu
Description
Construction of a link road at Saradari camp including earthwork, stone filling, bituminous work, concrete, reinforcement, and related civil works as per specifications under Capex Budget 2026-27.
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 (19)
- Providing and laying of River bed material filling including watering and compacted with vibratory roller all lead and lift, loading/unloading complete job — Qty: 585 cum
- Providing and laying spreading and compacting graded stone aggregate (size range 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 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. — Qty: 165 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: 750 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. — Qty: 37.5 cum
- 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. — Qty: 750 sqm
- JCB engaged for edge cutting and clearance of site. — Qty: 5 Hr.
- 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 1.5 mtr in depth 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. — Qty: 19.125 cum
- 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. — Qty: 4.39 cum
- 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. — Qty: 28.8 cum
- 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 — Qty: 0.5 cum
- 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 — Qty: 6 cum
- Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. — Qty: 49.5 kg
- Centring and shuttering including strutting, propping etc and removal of form work for foundations, footings, bases of columns. — Qty: 156 Sqm
- Centring and shuttering including strutting, propping etc and removal of form work for suspended floors, roofs, landing, balconies and access platform. — Qty: 1.8 Sqm
- Centring and shuttering including strutting, propping etc and removal of form work for edges of slabs and breaks in floors and walls above 20cms wide. — Qty: 46.8 rmt
- Providing and fixing PVC pipes for weep holes of superior and approved quality (Supreme make/prince) 110mm dia. — Qty: 12.38 Rmt
- 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. — Qty: 7.65 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. 450 mm dia. R.C.C. pipe. — Qty: 18 Rmtr
- Carriage of sand and stone aggregate below 40mm size for an average lead of 25kms. — Qty: 45.7 cum
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