C/O link road from Khood to Makhrol km. 0/00 to 2/300 (Jeepable)(SH Mettaling Tarring P/L 900mm Dia Hume pipe Culvert and FORD at between RD 0/00 to 2/300

Amount

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge .

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 PWD Specification directed by Engineer-In- Charge

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 including carriage of materials upto all leads and lifts.(i) 1:6:12 ( 1Cement: 6 Sand:Twelve Graded Stone) (40mm). ( Forty Millimetre)

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 including carriage of materials upto all leads and lifts.(i) 1:4:8 (25mm).

Stone Masonary in Cement Mortar for Sub structure complete as per drawing & technical specifecation Clause 702, 704,1202 and 1204 (i) Random rubble masonary in cement mortar 1:6 ( 1 Cement : 6 Sand)

Laying (to level or slope) and jointing reinforced concrete light duty non pressure pipes IS (Indian Standard) class NP-2 (Non Pressure -Two) of 900(Nine hundred) millimeters internal dia meter with collars and butt ends prepared for collar joints including testing of joints complete etc. in all respect as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 and direction of the Engineer-in-Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts all incidental charges.

Construction of dry rubble masonry for retaining walls, breast walls,revetment walls and parapets etc., for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of materials upto all leads and lifts.

Backfilling behind abutment wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads and lifts.

Preparation of sub grade by dressing to camber including cutting in earth work to a depth equal to the combined depth of sub base and surface coarse below the proposed finished level required to the gradient and confirmed line as per drawing and direction of the Engineer-in-Charge, as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One) and including carriage of material within all leads lifts and as per the direction of Engineer-in- Charge.

Consolidation of sub-grade with power road roller of 8 to 12 (Eight to Twelve) tons including making the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade till the soil is evenly the densely consolidated and be have as elastic mass complete to make the surface for laying of soling and as per direction of the Engineer-in-Charge as per HP.PWD. Specification 1990(One thousand Nine hundred Ninety) Volume-1 (One) including carriage of material , within all leads and lifts as per the direction of Engineer- in- Charge.

WBM Grading -I : Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming , stone screening /binding materials to fill-up the interstices coarse aggregate, watering and compacting to the required density Grading -I as per Technical Specification Clause 405. 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 incidental charges..By mechanical Means

WBM Grading -II : Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming , stone screening /binding materials to fill-up the interstices coarse aggregate, watering and compacting to the required density Grading -II as per Technical Specification Clause 405. 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 incidental charges..By mechanical Means

WBM Grading -III : Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming , stone screening /binding materials to fill-up the interstices coarse aggregate, watering and compacting to the required density Grading -III as per Technical Specification Clause 405. 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 incidental charges..By mechanical Means

Providing and applying primer coat with bitumen emulsion (SS-1) on prepaired surface of granular base including cleaning of road surface and spraying primer @0.70-1.0 Kg. Per square metremechnical means as per technical specifecation Clause 502. including carriage of material within all leads lifts and as per the direction of Engineer-in- Charge.

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275( Zero point two seven five kilogram ) per square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per MORD techanical specification Clause 503 ( Five hundred three) including carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge.

Providing and laying 25mm (Twenty five milimetre) thick bituminous concrete with 100-120 TPH ( Hundred-One Hundred Twenty TPH) batch type hot mix plant producing an average output of 75 tonnes( Seventy Five Tonnes) per hour crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 to 5.60 per cent( Five Point Forty to Five Point Sixty Per Cent) of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.508 (Five Hundred Eight) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Devi Prakash Sharma