Improvement of Pajaina Dhaina Ligrani motor road in Okhalkanda block of Bhimtal Assembly in Distt Nainital under state stector

Amount

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

Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P and royaltiies etc. (As per PWD Uttarakhand specifications)

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&P and royaltiies etc. (As per PWD Uttarakhand specifications)

Random Rubble Stone Masonry laid dry in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. (As per PWD Uttarakhand specifications)

HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work.

Construction of 1 m. Span R.C.C. Culvert.

Excavation in foundation in all type of soil and rock as met at site of work including lead and lift and disposal of suplus earth as directed by engineer incharge including supply of all materials, labour, T&P, royalty and all other taxes etc required for proper completion of the work.

Providing and laying plain concrete M-10 (Nominal mix 1:3.6) in levelling course below open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including supply of all materials, labour, T&P, royalty and all other taxes etc required for proper completion of the work, as directed by engineer in charge. (As per PWD Uttarakhand specifications )

Random rubble masonary laid dry in breast wall, retaining wall, catch pit etc including supply of all materials, labour, T&P, royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications)

Random Rubble Stone Masonry laid in 1:5 cement and sand mortar in scuppers including supply of all materials, labour, T&P, royalty and all other taxes etc required for proper completion of the work, as directed by engineer in charge . (As per PWD Uttarakhand specifications )

Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 800, 804, 805, 807, 1202 and 1204 R.C.C. grade M 25 including supply of all materials, labour, T&P, royalty and all other taxes etc required for proper completion of the work, as directed by engineer in charge. (As per PWD Uttarakhand specifications )

Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in suberstructure complete as per drawing and technical specifications Clauses 1002, 1005,1010 and 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 IS 1786:2008 clause no. 1.6) including supply of all materials, labour, T&P, royalty and all other taxes etc required for proper completion of the work, as directed by engineer in charge . (As per PWD Uttarakhand specifications )

Hand packed stone filling in back of breast walls, retaining walls, scuppers etc including supply of all materials, labour, T&P, royalty and all other taxes etc required for proper completion of the work, as directed by engineer in charge .

Construction of Cause Way

Random Rubble Stone Masonry laid dry in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. (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. Nominal mix 1:3.6 (Hand mixing)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. R.C.C. grade M 25

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm 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 25m) as per Technical Specification Clause 307. (Manual Means)

Making proper Super Elevation including coolie walling & Filling etc required in full width of road on curves

Construction of coolie walling for super elevation

Earth filling for super elevation

Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (For Grading I Material)

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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 404. (45-63 mm size).

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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 404. (22.4 - 53 mm size).

Earth filling with local soil, E&B for patri filling including ramming, watering and dressing the surface to the required level & slope including supply of all materials, labour T&P etc. complete required for the proper completion of the work

Construction of coolie walling for construction of patri

Earth filling for construction of patri

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

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, 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 MeansBitumen (VG-10)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510.By Mechanical MeansBitumen (VG-10)

Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6

Construction of Plum Concrete Parapet with 60 % cement concrete M-15 ( PCC 1:2:4 ) & 40 % plum ( approved stone of maximum size 200 mm ) as per standard drawing & as per direction of Engineer-in - Charge.

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory signboard 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

800 mm x 600 mm rectangular

600 mm x 450 mm rectangular

600 mm x 600 mm

GANGA PRASAD PUNETHA