Construction of Lane and Drain to Guru Harikrishan Public School, Gujjar Basti(Back Side Police Line)
PWD · Satwari, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹10.0L
- EMD: ₹20K
- Published: 24 Sep 2026
- Closing date: 08 Oct 2026
- Status: open
- Ministry: Public Works Department
- Department: R&B Division
- Office: CE RandB Jammu
Description
Construction of lane and drain at Guru Harikrishan Public School, Gujjar Basti, including earthwork excavation, cement concrete work, flooring, formwork, carriage of materials, and bituminous work.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (11)
- Earth work in excavation by Mechanical means in trenches for foundations, drains, pipes, cables etc. — Qty: 7.5 Cum
- 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: 1.5 Cum
- 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) — Qty: 3.38 Cum
- Cement Concrete Flooring 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including cement slurry and curing complete. — Qty: 0.18 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. — Qty: 27 sqm
- Carriage of Sand & Agg within avg. lead of 10KM by MT — Qty: 6.67 Cum
- Providing,laying,watering and compaction in layers exceeding 200 mm thick with 80-100 KN Road Roller Ramming ,river Bed material mixed with coarse sand and round nallah Shingle 75mm including from source of Supply to site of work. — Qty: 168 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 / 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: 67.5 cum
- Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying he bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.75 Kg/sqm. — Qty: 450 sqm
- Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying withpaver 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. 30 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentageby weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. — Qty: 1830 sqm
- Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying he 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: 1380 sqm
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