Construction of internal slik route from Phukpochey to Taksha by way of earth work in filling construction of 1mtr span RCC culvert zamindari walling and PCC side drain .under SDP

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. a. All kinds of soil :

b. Ordinary Rock

c.Hard Rock (Blasting Prohibited)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)Nallah incl cost of cement carriage.

Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone

Random Rubble masonry in mud mortar with hard stone in foundation and plinth :Using nallah stond with out bond stone.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)incl cost of cement carriage.

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing anreinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)incl cost of cement carriage.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.incl material and carriage complete job.

Centering and shuttering including strutting, propping etc. and removal of form work for: a. Foundations, footings, bases for columns

b.Columns, piers, abutments, pillars, posts and struts

c.Suspended floors, roofs, landings, balconies and access platforms.

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

providing and laying of MS pipe for x-ing including trench excavation laying of pipe in proper slope refilling and making the surface good in carriage and cost of pipe complete job.(300mm dia).

Banking excavated earth in layers not exceeding 20cm 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 etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

Carriage of material by mechanical transport loading unloading complete job. a. Sand/stone agg avg lead 4km.

b.Stone an avg lead of 4km

M/S JIGMAT LOTUS

M/S IBRAHIM ALI

M/S MOHD AFZAL