4. KK Nagar umakunj colony ki gali number do main CC AVN secundera ke neerab Nikunj mein Shanti market ke piche Parmar sahab ke Makan se co Gautam ke Makan Tak CC road nali Nirman karya

Earth work in excavation of foundation in ordinary soil inclduding lift upto 1.5 m lead upto 30 m and dressing of sides & faming of bottom & disposal of surplus excavated earth as directed by the engineer in charge within a distance of 30 m as per SI No.(1) 12.01 (i)

Earth work in filling by cartage of earth including all charges for proper completion of the work. distance. 10 Km.

P/L of Plain Cement concrete (PCC Grade M7.5) in 1:4:8 (1Cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete.Including cost of form work in Foundation and floors. as per Ch-5 SI No. (2) 4.1.8

Brick masonary work in 1:4 cement and coarse sand mortar in foundation complete excluding pointing and plastering as per drawing and Technical specification Clauses 1300 as per SI No. (5) 12.06 , 1300 C

P/L of cement concrete (CC Grade M20) in 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) open foundation complete as per drawing and Technical specifications 1500, 1700, & 2100 as per SI No.(7) 12.08 B CASE-I

Plastering work with cement mortar in (1:3) cement and coarse , 12 mm thick on brick work in substructure complete as per drawing and Technical specifications Clauses 1300 & 2200 as per SI No.(20) 13.03

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

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405.

Construction of un-reinforced, plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in concrete mixerof not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid with a fixed formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing) spreading with concretewith shovels, rakes, compacted using needle, screed and plate vibrators and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, applying debonding strip,primer, sealant, dowel bars, near appraches to bridge/ culvert and construction joint admixtures as approved, curing of concrete slab for 14 days, curing compound (where specified) and water finishing to lines and grades as per drawing and technical specification clause 1501. (for Agra)

Supply and Laying of Pre cast Concrete Blocks Rubber molded grey ( interlocking tiles ) for paving of thickness 80mm,(Compressive strength not less then 30Mpa as specified in IS 15658) including 25mm local snad base leveling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS15658-2006