Permanent Restoration of MS Noonabandi road Km 1st to Km 5th RD 1000,Tehsil Haveli,District Poonch 2nd call
PWD · Poonch, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹71.7L
- EMD: ₹43K
- Published: 05 Oct 2026
- Closing date: 19 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 14:52 UTC
- Ministry: Public Works Department
- Department: Civil Engineering
- Office: CE RandB Pir Panjal
Description
Tender for the permanent restoration of MS Noonabandi road from Km 1st to Km 5th RD 1000 in Tehsil Haveli, District Poonch, including civil works such as excavation, concrete laying, masonry, stone filling, and bituminous surfacing.
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 (23)
- 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: 1296.45 Cum
- Dumping stone including cost of stones. On Horizontal on level. — Qty: 28.39 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: 28.39 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. Non-pressure NP-3 class (Medium duty) R.C.C. pipes.900 mm dia. R.C.C. pipe — Qty: 10 Metre
- Stone Filling in wire crates , including cost of wire crates and all carriages upto site of work complete. — Qty: 317.19 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: 294.8 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 329.2 Cum
- Back Filling behind abutment Return Wall using 60% Stone & 40% Soil — Qty: 186.1 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns etc. for mass concrete. — Qty: 125.5 Sqm
- Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. — Qty: 264.3 Sqm
- Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm — Qty: 101.3 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm — Qty: 202.5 Cum
- Stone Screening of size 13.2 mm nominal size (Type A) — Qty: 22.28 Cum
- Stone Screening of size 11.2 mm nominal size (Type B) — Qty: 32.4 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: 303.75 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 rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. — Qty: 2700 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 Batch Type Hot Mix Plant of 100-120 TPH capacity. — Qty: 135 Cum
- 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-30 with no solvent. — Qty: 2700 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: 135 Sqm
- Carriage of material by M.T incl loading/unloading & stacking complete — Qty: 638.73 Cum
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