Construction Up gradation of track 7 Km at SKPA Udhampur including drain and cross drainage Earth work, Construction of drain , retaining wall Hume pipe culvert in Km 2nd RD 650 to Km 3rd RD 400 and Km 3rd RD 400 to RD 1000

Amount

Earth work in bulk excavation by mechanical means (Hydraulic excavator) / manual means (wherever required for proper dressing etc) over areas (exceeding 30cm in depth 1.5 mtr in width as well as 10 sqm on plan) including filling of same wherever required, rolling with power road roller if required and disposal of surplus excavated earth as directed at site of work including all sorts of leads, lifts, carriages of disposed material, compaction and all other associated charges for the complete Job in all kinds of soil, ordinary rock hard rock (Blasting prohibited) etc complete.

Supply and filling of 2nd class stones/ boulders behind retaining wall including cost of all carriages involved manually/ Mechanically as directed at site complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level 1:5:10 (1cement:5 sand:10 graded stone agg: 40mm nominal size) including all leads lifts & carriages complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centring shuttering all work upto plinth level 1:3:6 ( 1 cement : 3 coarse sand: 6 graded stone agg. 20mm nominal size) using 20% plums with specified plum, size as directed by EIC at site including all sorts of carriages upto site of work complete.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing 1:3:6 (1 cement :3 coarse sand: 6 graded crushed stone aggregate 40mm nominal size) using 20% plums with specified plum size as directed by EIC at site Including all sorts of carriages and costs of material involved.

Dry random rubble masonery with hard stone in foundation and plinth using quarry stone with bond stones. Including all carriages and costs of material involved.

Centering and shuttering including strutting propping etc. and removal of form work in foundation footings, basses of columns, plinths, string courses, including all carriages and cost of material involved.

Centering and shuttering including strutting, propping etc. and removal of form work for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Providing and laying 50 mm thick cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20 mm nominal size) including floating coat of neat cement complete. Including all carriages and cost of material involved.

Providing and laying Reinforced cement concrete 1:1.5:3 (1 Cement: 1.5 coarse sand: 3 graded Stone aggregate 20mm nominal size) in plinths, plinth beams, columns, pillars, suspended floors, balconies, landings, staircase, lintel bands, chajjas, shelves, window sills, spiral stair cases up to floor V level excluding the cost of centring, shutteing, finishing and reinforcement including all costs of carriages and cost of material involved.

Reinforcement of RCC works including straightening, cutting, bending placing in position and binding all complete. Mild steel and medium tensile steel bars. including all carriages and cost of material involved.

Centering and shuttering including strutting, propping etc. and removal of form work for suspended floors, roofs, landings, balconies and access platforms.

Providing and laying 50mm thick cement concrete coping in 1:2:4 mix ( 1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including all carriages and cost of material involved complete.

12mm cement plaster of mix: 1:4 mix (1 cement : 4 fine sand) including all carriages and cost of materials involved.

Providing and laying Non-Pressure NP3 class (Heavy duty) RCC pipes with collars jointed with stiff mixture of cement mortar in thee proposition of 1:2 (1 cement : 2 fine sand) including testing of joints excavation of trench and re-filling of earth into the trench and making the surface smooth for construction of road for Macadamization complete as directed by EIC at site complete.

1000mm dia RCC pipes

300mm dia RCC pipes

600mm dia RCC Pipes

NAZIR AHMAD WANI