Construction of road from Main Highway to Housing Board Colony Kunuyian Poonch,District Poonch by way of Cross Drainage,Walling, Providing and Laying of 150 mm thick WBM Grade-II,75mm thick WBM Grade-III, 50 mm thick BM and 25 mm thick OGPC and 6mm t
PWD · Poonch, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.9Cr
- EMD: ₹7.8L
- Published: 30 Sep 2026
- Closing date: 22 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 07:34 UTC
- Department: Public Works Department
- Office: CE RandB Pir Panjal
Description
Construction of road from Main Highway to Housing Board Colony Kunuyian Poonch, District Poonch, including cross drainage, walling, and laying of various pavement layers as specified, with an estimated cost of 38,846,000 INR, scheduled from 30-09-2026 to 23-10-2026.
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 (25)
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. — Qty: 2018 Cum
- Dumping stone including cost of stones. On Horizontal on level. — Qty: 308 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 with :1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ) — Qty: 154 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 with :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 3236 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: With bond stone — Qty: 1690 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns etc. for mass concrete. — Qty: 2754.62 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. — Qty: 2484 Sqm
- Back Filling behind abutment Return Wall using 60% Stone & 40% Soil — Qty: 8207 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm — Qty: 225 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm — Qty: 225 Cum
- Stone Screening of size 13.2 mm nominal size (Type A) — Qty: 49.5 Cum
- Stone Screening of size 11.2 mm nominal size (Type B) — Qty: 36 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: 450 Cum
- Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion on W.B.M. /W.M.M. @ 0.4 Kg/sqm. — Qty: 3000 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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. — Qty: 150 Cum
- Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On bituminous surface @ 0.25 Kg/sqm. — Qty: 3000 Sqm
- 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt (Complete job) — Qty: 3000 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: 3000 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. Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.600 mm dia. — Qty: 15 Metre
- 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. Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. — Qty: 7.5 Metre
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