construction and lane and drain on the street of Bhagwati vihar lower Barnai Jammu near Bhagwati haqiqat school lower Barnai Jammu
PWD · Jammu, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹15.0L
- EMD: ₹30K
- 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 and repair work including lane, drain, and road surfacing on the street of Bhagwati Vihar Lower Barnai Jammu near Bhagwati Haqiqat School Lower Barnai Jammu, as per the detailed scope and specifications.
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 (11)
- Supplying , digging and carrying by lorry river bed material mixed with coarse sand and round nallah shingle 75mm as per lines, cross sections, grade and camber including watering and consolidation in layers with 8-10 tonne power roller compacted finished work including material and labour — Qty: 360 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: 90 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. — Qty: 900 SQM
- 2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent. — Qty: 900 SQM
- Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete — Qty: 900 SQM
- 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: 150 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 30 CUM
- 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 70.88 CUM
- Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns — Qty: 405 SQM
- 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 — Qty: 135 sqm
- Carriage of materials from source to site by an avg lead of 15 kms including all leads and lifts by mechanical means. — Qty: 159.36 CUM
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