Construction of Rural road from Km 2.50 of Dharasu band Brahmkhal Village Fedi to Village Kauda, Chinyalisaur, Uttarkashi

Amount

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 perTechnical Specification Clause 301.5 for Patri Filling

Random Rubble stone masonary in Coolie walling including supply of all material, cu.m labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)

Construction of parapet in RR stone masonry laid in 1:6, C/S mortar providing M10 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.( without base concrete)

Construction of parapet in RR stone masonry laid in 1:6, C/S mortar providing M10 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.( witht base CC M10 )

Providing edge stones on valley side of formation as per drawing and Technical metre Specification Clause 1608.2.6

Construction of K.C. type drain as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work.C/O of KC type drain without cc etc. per m

Gravel/Soil-Aggregate Base (Table 400.2) Grading B Construction of granular sub-base by providing well graded material, spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Low porosity sq.m 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 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502

Tack coat using VG-10 grade bitumen @0.40 kg/sqm, over dry and hungry bituminous surfaces

20mm thick Open-Graded Premix Carpet using Bituminous (penetrati grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Case - II By Mechanical Means Bitumen (S-90).

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 A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - I : Type A Bitumen (S-90)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2

JAY BHAGWAN SINGH