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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L1₹23.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 3 | L2₹24.5 L+₹74,751.02 (3.15%)Admitted-Finance | L2 | Admitted-Finance | ||
| 4 | L3₹26.3 L+₹2.5 L (10.5%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
31 Jan 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer PWD (RB) Division JMC Jammu
Premixing of roads from H/O Amreek Singh to H/O Amarjeet singh backside unique Public school, Bikram nagar, Gadigarh, ward no. 73, Jammu.
2026_HAUDD_300434_2
PWD(RB)DIVJMC/51 of 2025-26 Dated-12-01-2026
Open Tender
Civil Works
Percentage
120 days
ward no 73
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD (RB) Division JMC Jammu
₹50,000
Yes
11 Feb 2026
12 Jan 2026
31 Jan 2026
12 Jan 2026
31 Jan 2026
12 Jan 2026
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min 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:1 meter from cutting edge all kinds of soil.
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5coarse sand : 10graded stone aggregate 40 mm nominal size)
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)
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns.
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
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 subbase / 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
Providing and applying tack coat using hot straightrun bitumen of grade – VG-30, including heating thebitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm..
Providing and applying tack coat using hot straightrun bitumen of grade – VG-30, including heating thebitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On On bitumen surface @ 0.50 Kg/sqm..
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to siteby 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 Batch Type Hot Mix Plant of 100-120 TPH capacity.
2.5 cm premix carpet surfacing with 2.25cum and1.12 cum of stone chippings of 13.2 mm and11.2mm size respectively per 100 sqm and 52 kg and56 kg of hot bitumen per cum of stone chippings of13.2 mm and 11.2 mm size respectively including a tack coatwith hot straight run bitumen including consolidationwith 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
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on micron sieve) with bitumen using 128 kg of bitumeN of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per100 sqm of road surface including rolling and finishing with road all complete
sweper engaging for clearence of drain
Carriage of material by M.T of side including loading unloading complete Sand 10 Km+Stone Agg 10 Km
providing and laying of Inguration plates including constyruction of Pedstal all complete job
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