Improvement of Lodhiyagair Motor road km 4.50 in pithoragarh Constituency of district pithoragarh under state Sector

Amount

Hill Side Cutting: Excavation in Hilly area for Construction of Road in all Type of Soil, Rock, Eearth & Boulder, and Blasting Boulder etc. as met at site true to lines as per Plan & L-Section, and making Camber, Super Elevation as required also including up-rooting & cutting, of bushes, dressing of Roads including all Lead & Lift for safe Disposal of Surplus Excavated Material (including in Populated area, on HP Bands in any of the arm, Forest Area), including clearance of Slip during construction in all season and keeping road open for all type of treffic till handing over of Road, including maintenance and repair of pipe lines, Village tracks / footpaths, which are crossing the Alignment, including cost of all material, labour, T&P, Explosive etc. required for proper completion of the work in Road Construction / Widening / . as per Technical Specification Clause 1603.1

Excavation in foundation in all kinds of soil and rocks etc. including all lead and lift as per specification and also including all labour T&P etc. required for proper completion of work

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4

Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204 (RR 1:5)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS1786:2008 clause no. 1.6)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m) R.C.C. grade M 25

Random Rubble Masonary laid in 1:6 C/S mortar in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)

Making super elevation including cutting, filling and coolie walling as required site condition

Construction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m(average lead 25 m) as per Technical Specification Clause 307

WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Cleaning of the existing WBM surface surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing either in mixer or in hand drums, including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all labour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-incharge. With VG-10 grade Bitumen

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B and as per Technical Specification Clause 510 By Manual Means Case - II : Type B Seal coat using Bitumin (S-90).

Construction of parapet with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.

Providing and fixing kilometer stone as per stander drawing Ordinary Kilometer Stone (Precast)

Providing and fixing hectometer stone as per stander drawing (200 m stone (precast))

M/S P.S. Kharayat and sons

G. S. Matiyani And Sons

M/S RAJENDRA SINGH WALDIA