Defect Cutting and Remaining Part 2 works in Km 1.00 to Km 36.00 of Gagas Udi Mahadev Shailapani Bhikiyasain Marchula Motor Road Under C.M. Ghoshna

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.

Part-I and Part-II Work

Excavation in defect Cutting/ filling local earth including all leads and lift as required at site in all types of soils and rocks met at site for making the road as per plan and L-section between Km- 0.00 to 35.75 (X/S 0/0 to X/S 35/30) including uprooting and cutting of bushes, dressing of road surface, ramming of filled earth and disposal of surplus excavated earth as directed by Engineer in charge including supply of all material, labour T&P etc. required for proper completion of the work.

Excavation in foundation for retaining & breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Excavation in foundation for retaining & breast walls etc, in hard rock (requiring blasting) including lead, lift and disposal of surplus material as per direction of engineer - in - charge, Upto 3 m depth including 1.5 m depth in hard rock.

Random Rubble Stone Masonry laid Dry, in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, T&P and royaltiies etc. required for proper completion 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 royalties etc. (As per PWD Uttarakhand specifications)

Hand Packed stone filling in back of walls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (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 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for Plain/reinforced cement concrete in open foundations complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 R.C.C. grade M 25

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Open Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)

Stone masonry work in cement mortar in Substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Course Rubble Stone Masonry In 1:4 cement mortar.

Stone masonry work in cement mortar in Substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Stone Masonry In 1:4 cement mortar

Plain/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

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 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 as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 P.C.C Nominal mix (1:2:4)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Plain/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 20

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

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)

Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.

Pointing with cement mortar (1:3) on brickwork in parapet as per drawing and technical specification Clauses 613.3 and 1208.4

Drainage spouts complete as per drawing and technical specifications Clause 1209

Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-25, (Cement @ 404 kg/cum), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.

Construction of Longitudinal Kachcha Drain of average cross sectional area 0.60 sqm as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work.

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 5th Kilometre 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 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 edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6

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 mild steel angle iron post 75 mm X 75 mm X 6 mm 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 801 (900 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 mild steel angle iron post 75 mm X 75 mm X 6 mm 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 801 (600 mm circular)

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 mild steel angle iron post 75 mm X 75 mm X 6 mm 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 801 (600 mm X 450 mm rectangular)

Construction. 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 above 15 cm thick CC 1:3:6 base as per standerd drawing including supply of all materials, labour T&P etc. required for proper completion of work.

Ms KGL Infrastructures