Improvement and Damarikaran work of Bajol Bazar to Almiankande motor road between Km 2.65 to 6.275 in Someshwar Constituency of Distt Almora

Amount

Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.

Defect Cutting

Earth work in extra hill side cutting in soil/ ordinary rock /Hard Rock in Hilly Area by mechanical means Without using Dozer as per Plan and L-Section including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Constuction of R/Wall

Excavation in foundation in all type of soils and rocks including all leads, lifts and disposal of surplus excavated earth as directed by Engineer-in-charge including supply of all materials, labour, T&p etc. required for proper completion of the work.

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 royalty etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalty etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification

Hand packed stone filling in the back of R/Wall including supply of all material labour T&P etc. required for proper completion of the work direction by Engineer-In-Charge

Construction of 1.00 m Span RCC culvert

Excavation in foundation in all type of soil & rock including disposal of surplus earth as directed by engineer-in-charge also incl. s/o all material labour T&P etc.

Providing concrete for plain 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

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

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 royalty etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

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

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete 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 IS 1786:2008 clause no. 1.6)

Plain/ reinforced cement concrete in substructure complete asper drawings and technical specification Clauses 802, 804,805, 806, 807, 1202 ans 1204, R.C.C grade M 25.

Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, T&P and 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, T&P etc. complete all as required for proper completion work

Pavement Works

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.By Mechanical Means

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. By Mechanical Means

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..[Grading of no-3] By Mechanical Means

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-in-charge.(VG-10 grade Bitumen)

Providing and laying seal coat sealing the voids in a bituminous surface by using VG10 penetration grade bitumen laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Drain, Parapet, Patri Filling and Road furnitures

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

Constn. of Parapets with 40 percent plum and 60 percent cement concrete in proportion of 1:2:4 consisting of 1 cement, 2 approved coarse sand and 4 approved stone ballast including supply of all materials , labour T&P etc. required for proper completion of work.

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

Supply and fixing of Hectometer stone as per standard drawing including supply of all materials, labour, T&P etc. require for proper completion of work as per direction of Engineer-in-charge.

S/F of edge stone of size 0.60x 0.12x0.12m of Precast RCC 1:2:4 and fixing @ 2.5m C/C

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

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701

600 mm equilateral triangle

600 mm circular

PLACE IDENTIFICATION Semi-Reflective Traffic signs metre Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701

MS DALIP SINGH ADHIKARI