Restoration to Damages on Barotiwala Baddi Sai Ramshehar road due to laying of LPG Gas pipeline in km 00 to 45/040 (SH- Providing and laying G-I, G-II, BC in damaged Portion, RCC drain

Amount

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil up to 3 mtr depth including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing Laying Spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling withthree wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstics of coarse aggregate watering and compacting to required density grading 1 as per techanical specification clause 405. WBM G-I manual means including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing Laying Spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling withthree wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstics of coarse aggregate watering and compacting to required density grading 2 as per techanical specification clause 405. WBM G-II manual means including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and techanical specification clause 1504. including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing and applying tack coat with bitumen emulsion RS-1 using emulsion distributor @ of 0.25 to .30 per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per techanical specification clause 503. kg/sqm using mechanical means as per techanical specification clause 502. including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.50 MM thick including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge laid with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 30 MM compacted thick including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 103 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges P.C.C. Grade M 15 (1:2:4)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges PCC 1:4:8

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 103 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges R.C.C. Grade M 25 (1:1.5:3)

Supplying ,Fitting and Placing TMT bar reinforcement in foudation complete as per drawing and techanical specification clause 1000 and 1202.including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

NARANJAN DASS

rehana