CONSTRUCTION OF 600 MTRS BLACK TOP ROAD AT MAKWAL VILLAGE

Amount

Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation power road roller of 8 to 10 tone capacity etc. complete. (a) Base course with 63mm to 45mm size including stone screenings 13.2 mm size aggregate 600 x 3.0 = 1800 M2 Add 5% curses = 90 M2 Total Area 1890 x 0.15 = 283.50 M (b) Base course with 53mm to 22.4 mm size including stone screening 11.2mm size. Area vide item No-1 =1890 M2 x 0.075 M2

Providing and applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaing and preparing the existing road surface as per specifications. On W.B.M @ 0.75Kg/Sqm 600 x 3.0 = 1800 M2 Add 5% curses = 90 M2 1890 M2

2 cm premix carpet surfacing with 1.8u.m and 0.90 cu.m of stone chippings of 13.2mm size and 11.2 size respectively per 100 Sq.m and 52kg. and 56kg. of hot bitumen per cum of stone chippings of 13.2mm and 11.2mm size respectively including a track coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (track coat to be paid for separately) Qty vide item No 1 1890 M2

Providing and laying seal coat of premixed fine aggregate with bitumen using 128kg of bitumen of grade 80/100 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. Qty vide item No 1 1890 M2

Carriage of MT loading / unloading (a)Stone agg AVG 15 KM Stone agg Itme No 1890 M2 x 0.027 = 51.03 M3 (A) Qty vide Items No 1 (a)283.50 M3 = 15% = 42.52 M3 Qty vide Items No 1 (b)141.75 M3 = 22.8% = 32.32 M3 425.25 M3 (B) 74.84 M3 (C) (A) + (B) + (C) = 551.12 M3 (b) Sand Avg 15 KM Qty vide Items No 1 (a) 283.50 M3 Qty vide Items No 1 (b) 141.75 M3 425.25 M3 x 0.08 = 34.02 M3 Qty vide Items No 2 1890 M3 x 0.006 = 11.34 M3

Bachan Singh

Paramjeet Singh