Construction of Metalled Road on L/B Dasana DY. From Km. 14.600 to Km. 19.000

Amount

Earth work in excavation for making subgrade to construction road. i/c cost of all labour and T and P etc.

Earth work in filling for restoration of bank for making subgrade including compaction, dressing with lead up to 1.00 KM by power transport for proper completion of work.

Providing, Laying and consolidation of soiling coat with stone ballest of 45-90 mm size loose thickness 120 mm after compection 100 mm with hand packed rolling with roller of 8-10 tonnes in stages to proper camber applying earth by spreading evenly to an average depth of 15 mm and filling upto metersticks of the road metal watering and compacted to the required density.

Same as above item no. 03 but WBM inter coat with stone ballest of 40-63 mm size loose thickness 100 mm after compection 75 mm.

Same as above item no. 04 but WBM top coat with stone ballest of 22.4-53 mm size loose thickness 100 mm after compection 75 mm.

Providing and Applying tack coat with bitumen on prepared bitumenious surface including cleaning with hydraulic broom at the rate of 0.25 kg/sqm using manual means as per technical specification clause 503.

Providing , laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previsiouly prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 K.N static roller capacity. Finished to required level and grade to be followed by seal coat of either TYPE C as per thechnical specification clause 508.

Providing and laying seal coat by manually means with VG-10 Grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TYPE C as per Technical Specification Clause 510.

Brick on end edging on both side of the road 7 cm wide and 11 cm deep laid with mud mortar including labour and supply of 1st class bricks finished to the required template and in proper alignment and also including dressing and ramming to excavated earth as directed by the Engineer Incharge.

Supplying, laying and fixing in position 110 mm dia P.V.C pipe i/c cost of material, labour and T and p.

M-100 Brick work in 1:4 cement and coarse sand mortar in foundation and plinth i/c supplly of all materials, labour and T and P etc. required for proper completion of work.

12 mm thick plaster with cement and coarse sand 1:4 over brick work i/c supply of all materials, labour and T and P etc.

Providing and laying 100 mm thick C.C 1:3:6 with cement approved coarse sand and 2 cm gauge stone grit i/c supply of all materials, labour and T and P etc.

rupendra kumar bhardwaj

VEERESH KUMAR

Hariom Sharma

M/S CHAUDHARY ENTERPRISES

M/S KAPIL KUMAR SHARMA

M/S NARESH KUMAR SHARMA CONTRACTOR

A B CONSTRUTIONS