construction of remaining work of second phase of rishikesh devprayag nh 58 km 69 to bhuinth village motor road

Amount

Excavation in Soil with Dozer with lead upto 100 m :Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. for Super Elevation.

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 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)

Excavation in foundation for retaining & breast walls in all types of soils and rocks ncluding lead, lift and disposal of surplus material as per direction of engineer - in -charge

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&Pand royaltiies etc.(As per PWD Uttarakhand specifications)

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

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.

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

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 )

1-7 Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280&IS:4826 in150mmx 150mm meshlaid withstone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 1-7-1 GI wire 10 gauge BWG

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 Construction of gravel/soil-aggregate base by providing well graded material,spreading in uniform 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 to achieve the desired density, complete as per Technical Specifications Clause 402

G3 Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with smooth wheel roller 80-100 kN in stages toproper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

medium porosity sqm 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 Technical Specification Clause 502

20mm thick Open-Graded Premix Carpet using Bituminous (penetration 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 machanical 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 Machanical 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)

Providing and fixing of semi reflective cautionary, mandato 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 M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2

HILL VIEW CONSTRUCTION

VINOD PRASAD BIJLWAN