Restoration of Rain damages on Saryanj Air Gater road km. 0/0 to 10/0

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials as per MORD Specification directed by Engineer-In- Charge

Providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications MORD clause 802, 803,1202 &1203 including carriage of materials in all leads and lifts. a)P.C.C 1:3:6.(1 Cement :3 sand : 6 Agg. 20mm nominal Size) i/c carriage of material within all leads & lifts As per the direcion of Engineer In-Charge.

Providing and laying concrete for plain /reinforced concret in open foundation complete 1:2:4 (one cement : two sand : four graded stone aggregate 20mm nominal size) as per drawings and technical specifications MORD clause 802, 803,1202 &1203 mechanically mixed and and curing complete. including carriage of materials within all leads and lifts and as per the direction of Engineer-In- Charge .

Providing and laying reinforced cement concrete in Super structure as per drawings and technical specification clauses 800,1205.4 and 1205.5 for R.C.C. grade M 20 1:2:4 ( one cement : two sand : four graded stone aggregate 20mm nominal size ) for height upto 5m including carriage of materials within all leads and lifts and as per the direction of Engineer-In- Charge .

Providing and laying reinforced cement concrete in Super structure as per drawings and technical specification clauses 800,1205.4 and 1205.5 for design mix R.C.C. grade M 25 1:1.5:3 ( one cement : one point five sand : three graded stone aggregate 20mm nominal size ) for height upto 5m. including carriage of materials within all leads and lifts and as per the direction of Engineer-In- Charge .

Supplying, fixing and placing in position HYSD bar reinforcement in sub structure /superstructure complete as per drawing and technical specification clauses 1002,1010 and 1202 including carriage of materials within all leads and lifts and as per the direction of Engineer-In- Charge .

Providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications MORD clause 802,803, 1202 &1203 . P.C.C. nominal mix 1:5:10 (1 cement: 5 sand :10 aggregates-40mm)including carriage of materials in all leads and lifts. and as per the direction of Engineer-In- Charge

Providing and laying 100mm dia metre PVC pipe for wheep holes complete of approved quality Including carriage of material within all leads, lifts and as per the direction of Engineer-In- Charge

Backfilling Granular materials behind abutment, wing wall and retaining wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads, lifts.and as per the direction of Engineer-In- Charge

P/L of boulder apron laid in wire crates with 4mm dia GI wire confirming to IS:280 and IS:4826 in 100mmx100mm mesh(woven diagonally including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and clause 1301. technical specifications. Directed by Engineer-In- Charge

Providing, laying, spreading and compacting by mechanically means stone aggregate size 53mm to 22.4mm (fifty three millimeter to twenty two point four millimeter) Grading-III size [75mm( seventy five millimeters) compacted thickness] to water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm nominal size at the rate of 0.18cum (zero point eighteen) cubic metres per 10 Sqm and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD technical specifications section 400 and as per direction of Engineer–In-Charge including carriage of materials within all leads, lifts .

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding /laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. within all leads & lifts as per direction of Engineer-in- Charge. (80 mm) eighty milimiter thick C.C. paver block of M-30 grade of NTC make with approved color design and pattern