Vikas Khand Saltauwa Gopalpur mein Shivaghat Vishram Grih tak pahuchane ke liye Seedhi avm Vishram Sthal se Dah Sansakar avm Samadhi Sthal tak jane wale marg par cc road ka nirman karya

Excavationof Foundation in odinary soil including lift 1.5 cm lead 3 cm removal and disposal of surphid earth as directed by E/L As per SI No. 251

Concrete with 40 mm Gauge brick Ballast fine sand and cement in proportion 8:4:1 in foundation and under floor Etc. As per SI NO. 275

Class M 150 sub class ''A'' Brick in 1:3 with cement and coarse sand in foundation upto bed level required for proper completion of work. As per SI. NO. 307

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 indepth and also including 1.5m lift & 30m lead including but top 30 to 50 cm including hire & fuel charges of road roller and water etc required for proper complition of the work as per direction of E/I of the work in as per SI No. 253

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Cement Concrete Pavement thickness as per design over a prepared sub base with 43 gauge cement or any other type as per Clause coarse and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixure of not less than 0.20 cum capacity and approved appropriate weigh batcher using approved mixed design laid in approved fixed side formwork curring of concrete slabs for 14 days curring compounded (where specified) and water finising to lines and grade as per drawing and technical specification clause 1501

S/f of shilanayash board

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil

Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 20.3.1 300 mm dia piles (a) 300 mm dia double bulb Piles

Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & reinforcement. All work up to plinth level. 1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural ources).

Centering,shuttering inluding strutting,proping etc. & removal of form for. Foundations, footings, bases of columns, etc. for mass concrete.

Columns, Pillars, Piers, Abutments, Posts and Struts.

Steel reinforcment for R.C.C work including strainghtening cutting bending placing in position & binding all complete up to plinth level. Thermo machanically treated bars of grade Fe-500D or more.

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