Upgradation of link road Shingul to Shangpa Chuchot Gongma

Amount

Earth work in excavation by mannual means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed: All kinds of soil

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 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 in all kinds of soil:

Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)

Providing and laying damp-proof course 50rnm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size crushed.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmen"ts, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, fmishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars.

Centnng and shuttering including strutting~ propping etc and removal of form work for.-Columns, piers, abutments, pillars, posts and struts.

Centnng and shuttering including strutting~ propping etc and removal of form work for Suspended floors, roofs, landings, balco nies and access platform. es fillets etc

Carriage of Stone avy. Lead of 15 Km by MT

Carriage of sand and C. aggregate avg, lead of 15 KM by MT

Carriage of cement and Steel avg. Lead of 20 Km by MT

Carriage of earth avg. Lead of 5 Km by MT

M/S TASHI NAMGAIL GOVT CONTRACTOR

JAMILA BANO

SAJAD ALI

M/S PADMA TAMCHOS

M/S ZULFKIOAR ALI

M/S ALI AHMAD

M/S SHABIR SHAH GOVT CONTRACTOR