VIKS KHAND MADHOGANJ GRAM PANCHAYAT ATWA ALI MARDANPUR KE MAJRA BHAINAMAU ME RAVINDRA KE KHET SE RAMAKANT KE GHAR TAK INTERLOCKING ROAD AND NALI KA NIRMAN KARY KARYA

E/W in excavation in trenches for foundation and pipes, cables etc. in ordinary soil ( loan clay or sand ) i/c lift up to 1.5m and lead upto 50m and dressing of sides and ramming of sides and disposal of surplus excavated earth as directed by the E/I witthin a lead of 50 m as per S.I. No. 251.

P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size ) and curing complete, i/c cost of formwork in foundation and floors.as per S.I.No. 273

Earth work in cutting or in embankment in ordinary soil i/c lead upto 30m distance & lift upto 1.5 m. required for proper completion of the work as perS.I. no. 253

Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth i/c supply of all materials, labour and T&P etc. required for proper completion of the work. as per direction of E/I S.I. NO.305b

Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405.WBM GR-III

Providing and laying of Interlocking (Zig-zag Type) Concrete Block pavement having thickness 80 mm as per drawing and technical specification clause 1504

12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per SI 584+(583-582)

Providing and laying of P.C.C. Work in 1:2:4 , cement , coarse sand , 20 mm gauge stone grit of not less than strength of M - 150 and curing complete I/c all material , labour and T & P etc. . required for proper completion of the works .(S.I. NO.279b)

Providing & Laying Reinforced Cement Concrete Pipe NP3 for Culvert on first class bedding of granular material including fixing with cement sand mortar 1:2 but excluding excavation. Protection works, backfilling. Concrete and masonary work in head well and parapets.(1x 600)mm As per Clause 1106 MORD 1100 (9.3) Single Row.

Providing and laying of R.C.C. work with cement , approved coarse sand and 2cm gauge stone ballast in the proportion 1:2:4 (1 cement : 6 aggregate ) in lintels of doors and windows excluding supply of reinforcement and its bending but i/c its fixing and binding wire and i/c necessary centering and shuttering etc. and also i/c supply of all materials, labour and T&P etc. required for proper completion of the works strength of the concrete shall not be less than M-150 as per SI No. 284