RAILWAY COLONY ME RAMFAL KE MAKAN SE ARJUN KE MAKAN TAK CC ROAD AND RCC COVERD NALI KA NIRMAN AT WARD NO-06 LOT-31

Labour charges for site clearance i/e all comp.

Demolishign lime concrete manually by mechanical menas and disposal material within 50 metres lead as per direction fo engineer-in-charge demolishing cement concrete manually by mechanical meansincluding disposal of materials within 50 meters lead as per direction of engineer in charge.

Earth work in excavation of foundaton of structures as per drawing amd technical specification including setting out construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and bottim and backfilling with approved materials be mechanical means as per Morth 12.01(i)/304/B

E/w in cutting/filling/levelling in embankment ordinary soil (loam caly sand) including filling left upto 1.50m and lead upto 30m with 3km cartage including all complete

Providing concrete for plain concrete in open foundation complete as per drawing and technical specification MORD 800&1200 Sr No. 11.4(1) clauses 802, 803, 1202&1203 (PCC) M-10(1:3:6 Nominal mix)

Construction of granular sub base well graded ready mixed sukrut material spreading in uniform layers with motor grader on prepared surface with at OMC and compacting in two layer with smooth wheel roller to achieve the desired density complete as per technical specification clause 401

Providing laying spreading and compacting stone aggrerates of 22.4-53 mm sukrut stone ballst size to water bound macadam specification including spreading in uniform thickness band packing rolling with three wheel 80-100 kn static roller in stages to proper grade and camber applying and brooming type-b screening to fill up the interstices of coarse aggregate watering and compacting to the required densiyt grading 3 as per technical specification clause 405

Construction of un-reinforced dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per desing over a prepared sub base with 43 grade cement coarse and fine aggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25 mm mixed in batching and mixing plant as per approved mix design transported to site laid with a fixed form or slip form paver spread compacted and finished in a continuous operation including provision of contraction expansion construction and longitudinal joints joint filler separtion membrane sealant primer joint sealant debonding strip dowel bar tie nod admixtures as approved curing compound finishing to lines and graded as per drawing and technical specification clause 1501

Stone masonary work in cement mortor (1:4) in foundation complete as per drawing and technical specification clauses 702, 704, 1202 and 1203 (2nd sort)

Plastering with cement mortar (1:4) 15mm thick on brickwork in superstructure as per technical specification clauses 613.4,1204