VIKASH KHAND SAIDPUR KE GRAM PANCHAYAT TETARPUR ME PICH ROAD SE KANTA KE GHAR HOTE HUE PURV MLC RAJDEV SIGNH KE GHAR TAK C.C. ROAD KA NIRMAN KARY

Earth work excavation in foundation in ordinary soil including all. As per SI.No. 251

E/w in cutting or filling embankment with ordinary soil in 20 cm. layers including ramming and dressing of surface to requried levels and slopes and also including 1.5 mt. lift and cartage distance 1.00Km . As per S.I. No. 253

C.C. Work in 1:6:12 cement, f-sand &40 mm gaugebrick ballast i/c supply of all materials, labour T&P etc. Required for proper completion of work si no 273

Brick work in 1:4 Cement f/sand mortar in foundation including all. As per SI.No. 305.

Construction of gramular sub base grade 1 by providing well graded material specification in uniform layers with motor grade on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to the desired density, completw as per technical specification clause 401.

W.B.M (GRADE-3) (53mm-22.4mm) Providing laying spreading and compacting stone aggregates of water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3- wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/binding materials Type-B 11.2mm to fill-up the interstices of course aggregtate 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 clause 1501.2.2. M 30 (Grade) coarse and fine aggregates conforming to IS :383, maximum size of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mixed design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plate, including levelling the formwork as per Drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,construction, joints, applying debonding strips, primer, sealent, admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

12 mm thick plaster in 1:3 cement and coarse sand mortar including all completion of the works. As per SI No. 584.

laying of R.c.c. 350mm dia hume pipe NP3 with all complite of work including collars/spoigot joint with stiff mixture 1:2 cement fine sand as per ISNO 26

Supply and Fixing of sign board at site.