Extension of Rohta khad to Atal motor road in Chakrata Constituency District Dehradun under T.S.P. (From Km 5.00 to Km 6.500)

Amount

Hill Side Cutting Excavation in hill side cutting along with marked alignment between the job pillers of making the road 5.95 m wide on straight reaches with extra widening of curves as specified as shown on plan & section and including hill side katcha drain as per drawing in all types of soil, rocks & shales and including the disposal of cutting material from the lead with all leads & lifts with roots & final dressing of road with clearance of slip during construction period including supply of all materials, labours, earth cutting/moving machinary and T&P etc. Required for completion of the work. (Ref: Clause 1603.1 & 1603.2 and Special condition for hill side cutting) Km 5 to 6.5 (Length = Km 2.50)

Km 5, x-sec 3/40 to 4/40 (L= 1.000 Km)

Km 6, x-sec 4/40 to 5/40 (L= 1.000 Km)

Km 7, x-sec 5/40 to 6/20 (L= 0.500 Km)

Muck Dumping

Providing and Laying ofMechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm,mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions)

Retaining wall & Breast wall

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

Random Rubble Stone 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)

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)

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

Cross Drainage Works

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

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

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)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wingwall, 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 per drawing and technical specification Clauses 614, 709, 1204.3.7

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

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 25

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M25 Using concrete Mixer

Random Rubble Stone 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)

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

Construction of Parapet in size of 2.00 X (0.50+0.30)/2 X 0.60 Mt. operation including excavation, Cement plum masonry including supply of all matarials, labour T&P etc. required for proper completion of the work.

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

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

Cement plum masonry 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. (As per PWD Uttarakhand specifications)

Making Super Elevation including Filling and Making Cooli walling with approved materials deposited at site from road way cutting and excavated from drain and foundation of other structure graded and compacted to meet requirement to complete work.

For Cutting (E&B)

For Cutting (OR)

Excavation in foundation

Coolie walling

Kilometre Stone & Sign Board

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

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 800 mm X 600 mm rectangular

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)

RAM SINGH

matbar singh chauhan