Construction of Rural Road from APWD Bridge to Prianath Mistry land at Radhanagar-II under Gram Panchayat Radhanagar

Amount

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :

All kinds of soil

Supplying and stacking at site.

90 mm to 45 mm size stone aggregate.

63 mm to 45 mm size stone aggregate.

53 mm to 22.4 mm size stone aggregate.

Stone screening 13.2 mm nominal size (Type A).

Stone screening 11.2 mm nominal size (Type B).

Moorum.

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, 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.

Providing and applying tack coat using hot straight run bitumen of grade VG 10, including heating the bitumen, spraying the bitumen manually cleaning and preparing the existing road surface as per specifications :

On W.B.M. @ 0.75 Kg / sqm.

2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum and 4.16 Kgs & 4.48 Kgs of shredded plastic 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 tone capacity etc. complete (tack coat to be paid for separately).

With paving Asphalt grade VG - 30 heated and then mixed 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 - 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 roller all complete.

KARTICK BAROI

SHRI. UTTAM KUMAR SAHA