Construction laying of 33KV incoming line for 3 nos 33 11KV GIS submission in Jammu Town at Nai Basti Gandhi Nagar and Talab Tillo under UT Capex by way of underground cabling By way of restoration of road after laying of 33KV cable line work from

Enaging labour for cutting patches in proper shape / shifting of material and other allied works for Day to day maintanance

Scarifing the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1 km (by mechanical means)

Scarifing metalled (water bound) road surface including disposal of rubbish material upto a lead of 50 mtr and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.

Providing and laying water bound macadam with spcified stone aggregate, stone screening and binding material, incl. sorting spreading to template and consolidation with Power Road Roller 8 to 10 tonne capacity

Base course with 63mm to 45mm size including stone screening 13.2mm size (150mm thick) hand broken (Finished work including material and labour)

Base course with 53mm to 22.4mm size including stone screening 11.20mm size (75mm thick) hand broken (Finished work including material and labour)

Providing and applying tack coat using hot straight run bitumen of grade VG 30

On W.B.M surface @ 0.75 kg/sqm

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-30 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 2.25 cum and 1.12 cum of stonechippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mmand 11.2 mm size respectively including a tack coat with hot straight runbitumen, including consolidation with road roller of 6 to 9 tonne capacityetc. complete (tack coat to be paid for separately)With paving Asphalt grade VG-30 with no solvent.

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

Carrige of material including loading unloading and lead. For av .lead of 10 km

Stone Agregate above 40 mm

Stone Agregate below 40 mm, sand dust etc

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