R/R damages on Shihardi Musalmana to Shihardi Chamara road in Km. 0/00 to 1/200

Earthwork in excavation for all type of road structures such as retaining wall, breast wall and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site (to be arranged by the contractor) including trimming, dressing of sides and bottom, filling of unevenness blindages, backfilling in trenches with excavated suitable material and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying concrete for P.C.C. grade M-10 (ten) nominal mix 1:3:6 (one cement isto three sand isto six graded stone aggregate 40mm (forty milimeters) nominal size) mechanically mixed, vibrated, curing complete and including cost of form work in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 (eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) as per MORD specifications including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying plain./reinforced concrete i.e. P.C.C. grade M-15 (fifteen) nominal mix 1:2.5:5 (One cement isto two point five sand isto five graded stone) Mechanically mixed and vibrated in / under water and curing complete in open foundations including the cost of form work complete as per drawings and technical specifications clause 802, 803,1202 and 1203 (eight hundred two, eight hundred three, one thousand two hundred two and one thous two hundred three) curing complete as per MORD specifications 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 plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 40mm (forty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. as per HP.PWD. specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One),including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges and as per direction of engineer in charge.

Providing, laying, spreading and compacting 75mm thick (seventy Five milimeter) WBM Gr-III with stone aggregates of specific sizes (53mm to 22.4mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 as per direction of Engineer-in-Charge including carriage of all labour, equipment and material to various location through all modes of transportation in all lead, lift and all incidental charges.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.27 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidentals.

Providing and laying 30mm thick Bituminous Concrete with 100-120 (One Hundred to One hundred Twenty) TPH batch type hot mix plant producing an average output of 75 (Seventy Five) tonnes per Hour using crushed aggregates of specified aggregates of specified grading, premixed with ituminous binder @ 5.4 to 5.6 (Fice point four to five point six) per cent of mix and filler, transporting the hot mix o work site, laying with hydrostatic paver finisher with sensor control t the required grade, level and alignment, rollign with smooth wheeled, viberatory and tenden rllers to ahieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.

Providing and laying of hot applied thermoplastic compound 2.5 mm (two point five milimeters) thick and 0.10 (point one zero) meter wide strip in Center line / Edge line including reflectorising glass beads @ 250 gms ( two fifty grammes) per square meter area, thickness of 2.5 mm (two point five milimeters) is exclusive of surface applied glass beads as per IRC:35 (thirty five) in accordance with Ministory of Road Transport Specification (Latest revision) and IRC Code. The finished surface to be level, uniform and free from streaks and holes including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges