Improvement of water supply at Bharat Nagar by way of laying piper to interconnecting Rising Main to distribution line by way of restoration of road damage due to work

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

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 45 mm size including stone screening 11.20mm 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 B.M surface @ 0.50 kg/sqm

Providing and laying Bituminous macadam using crushed stone aggregate of specified grade premixed with bitumious binder, transported to site by tippers, laid over a previously prepaired surface with paver finisher equipped with electronic sensor to the required grade level as per specification to achive the desired compection and density, complete as per specification and directions of engineer incharge. 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.

2.0 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 1 00 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-30 with no solvent

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

Engaging tipper trolly etc for disposal of mulba

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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