Upgradation of Tand Kalsan and Links road,District Poonch by way of Earth Work in Cutting,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 thick Seal Coat
PWD / CE RandB Pir Panjal / SE RandB Poonch · Poonch, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.1Cr
- EMD: ₹6.3L
- Published: 30 Sep 2026
- Closing date: 22 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 07:34 UTC
- Department: PWD
- Office: Executive Engineer PWD (R&B) Division Poonch
Description
Tender for the upgradation of Tand Kalsan and Links road in District Poonch involving earth work, cross drainage, walling, and laying of various layers of WBM, BM, OGPC, and seal coat, with an estimated value of 31,268,000 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: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (29)
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. — Qty: 1523 Cum
- Dumping stone including cost of stones. On Horizontal on level. — Qty: 141.6 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: 70.51 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: 1060 Cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 9.07 Cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 1088 Kg
- Dry random rubble masonry with hard stone in foundation and plinth: With bond stone — Qty: 1102 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns etc. for mass concrete. — Qty: 362.5 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: 2424 Sqm
- Back Filling behind abutment Return Wall using 60% Stone & 40% Soil — Qty: 680.8 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-4 class (Heavy duty) R.C.C. pipes.600 mm dia. R.C.C. pipe — Qty: 37.5 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. R.C.C. pipe — Qty: 30 Metre
- Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm — Qty: 1046 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm — Qty: 1046 Cum
- Stone Screening of size 13.2 mm nominal size (Type A) — Qty: 23.32 Cum
- Stone Screening of size 11.2 mm nominal size (Type B) — Qty: 167.36 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: 2092 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 — Qty: 13950 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: 697.5 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: 13950 Sqm
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