Macadamisation of link road from trajbal Masjid to Badatalab via ward No.03 Chrar-I-Sharief
PWD · Charisharief, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹19.6L
- EMD: ₹39K
- Published: 29 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Ministry: Public Works Department
- Department: R & B Division Chrarisharief
- Office: R & B Division Chrarisharief
Description
Tender for macadamisation of link road from trajbal Masjid to Badatalab via ward No.03 Chrar-I-Sharief, including demolition, pipe laying, surface dressing, earthwork, stone work, concrete, reinforcement, and carriage of materials.
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 (25)
- Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) — Qty: 32.38 Cum
- Providing and Laying of RCC Pipes in proper position/grade including cutting of road surface upto required depth and refilling of same providing requiste cushion including carriage of all materials and pipes upto site of work complete job. — Qty: 19.51 RM
- 18" Dia — Qty: 19.51 RM
- 24" Dia — Qty: 14.63 RM
- Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto50 m and lift upto 1.5 m in -All kinds of soil — Qty: 669.77 Sqm
- Providing & Laying of GSB incl watering levelling and consolidation in layers by 8 to 10 ton roller to required gradient and camber incl all carriages upto site of work completed. — Qty: 10.19 Cum
- Supplying, stacking, spreading, laying and compacting of graded stone aggregate (Quarry) of size range 63-45mm with stone screening/chippings 13.2mm size nominal size type A, stone dust moorum (Khakh Bajri) as per standard specifications to WBM specifications in uniform thickness incl. 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. incl. all carriages involved, etc. as per directions of EIC. Complete job — Qty: 1.53 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: 93.41 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 andpreparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm — Qty: 1227.91 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: 62.27 Cum
- Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. — Qty: 1227.91 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: 1227.91 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: 20.54 Cum
- Providing and laying of stone soling in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work . Complete job. — Qty: 1.25 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: 0.82 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 41.61 Cum
- Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns etc — Qty: 146 Sqm
- Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 1.36 Cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 135.86 Kgs
- Supplying and filling of nallah booulders/filter media behind abuts/Retainig wall incl cost , carriage complete job as directed by EIC.. — Qty: 17.12 Cum
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