Upgradation of road from Nagal Gali to Topa Top Pyt. Topa Thera Tehsil Mankote District Poonch under District Capex Budget (SSY Grants) 2026-27
PWD / CE RandB Pir Panjal / SE RandB Poonch / EE RandB Mendhar · Mendhar, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹18.0L
- EMD: ₹36K
- Published: 05 Oct 2026
- Closing date: 15 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 12:25 UTC
- Department: PWD
Description
Tender for the upgradation of a road in Mendhar district, involving earthwork, stone aggregate laying, bituminous work, and related civil works, with an estimated value of 18,00,000 INR, scheduled from October 5 to October 16, 2026.
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 (22)
- 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. — Qty: 240 CUM
- Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm. — Qty: 99 CUM
- Supplying and stacking at site,13.20 mm nominal size. — Qty: 21.78 CUM
- Supplying and stacking at site Good Earth. — Qty: 7.92 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.40 mm. — Qty: 148.5 CUM
- Supplying and stacking at site 11.2 mm nominal size (Type B). — Qty: 23.76 Cum
- Supplying and stacking at site Moorum. — Qty: 11.88 Cum
- Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. — Qty: 247.5 Cum
- Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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 WBM surface @ 0.75 Kg/sqm. — Qty: 900 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. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. — Qty: 43.1 CUM
- Providing & laying 25 mm thick open graded premix carpet surfacing with hot mix plant & paver & finisher with 2.25 cum & 1.12 cum of stone chipping of 13.2 mm size & 11.2 mm size respectively & 52 kg, 56 kg of hot bitumen per cum of stone chipping respectively & consolidation with road roller of 6-9 tonne capacity including preparation of existing road surface. — 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-10 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
- 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.600 mm dia. R.C.C. pipe (laying by manual/mechanical means). — Qty: 7.5 RMT
- 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: 530 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work up to plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). — Qty: 0.36 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: 23.13 CUM
- Centering and shuttering including strutting, propping, etc and removal of form work for foundations , footings ,bases of columns etc. — Qty: 28.8 SQM
- Carriage of Sand avg.45 KM by MT — Qty: 11.0403 CUM
- Carriage of Stone Agg. av. Below 40mm 13 KM by MT — Qty: 20.886 CUM
- Carriage of Stone agg.Above 40mm av lead 13 km by MT — Qty: 49 cum
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