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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹7.5 LAdmitted-Finance | H1 | Admitted-Finance | ||
| 2 | H2₹7.3 L−₹19,478.42 (2.61%)Admitted-Finance | H2 | Admitted-Finance |
Tender Value
₹9.1 L
EMD Value
₹18,200
Closing Date
22 Dec 2025, 4:00 pmClosed
Executive Engineer
PWD RnB Division Rajouri
Construction of road from Jambo Kote Kotli to Nakkar Mohalla
2025_PWDJK_298354_11
NIT NO 69 OF 2025-26 Dated 16-12-2025
Open Tender
Civil Works
Percentage
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer
₹18,200
30 Dec 2025
17 Dec 2025
23 Dec 2025
17 Dec 2025
22 Dec 2025
17 Dec 2025
Drain Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
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 :
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade
Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages)
Supplying and stacking of graded stone aggregate at site of size range 53mm to 22.4mm .(excluding carriages)
Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20 mm.
Supplying and stacking of stone screenings/ chippings at site excluding carriage. 11.20 mm.
Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete.
Base course with 63mm to 45mm size,
Supplying and stacking of good earth at site
Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone
Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete
Foundations, footings, bases for columns
Stone filling hand packed in horizontal on level including cost of stones.
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 and preparing the existing road surface as per specifications. on bitumen surface @ 0.50 Kg/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.
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.
Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
Carriage of material from source to site of work by mechanical transport including loading/ unloading and stacking complete.
Sand for an average distance of 145 kms by M.T
Stone aggregate below 40 mm nominal size for an average distance 40 kms by M.T
Stone aggregate 63mm to 45mm size for an average distance of 40 kms by M.T
Stone aggregate 53mm to 22.4mm size for an average distance of 40 kms by M.T
Stone Screening for an an average distance of 40 Km by M.T
Good earth for an average distance of 1 Km by MT
Stone for an average distance of 5 Km by M.T
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