Construction of Mehrauli Chittorkhal Motor Road Under CM Ghoshna 529/2017 in Sult Consutituency 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.

Hill Side Cutting (km Ch 5.290 to 11.975)

Excavation in hill side Cutting as required at site in all types of soils and rocks met at site for making the road and grade as per plan and L-section including s/o all materials, labour, T&P etc. required for proper completion of the work.

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 25 m) as per Technical Specification Clause 307. Manual Means

R.R. stone masonry laid Dry, in breast walls, retaining walls, etc.including supply of all material, labour,T&P and royaltiies etc. complete as per drawing and technical specification Clauses 702, 704, 1202 & 1203 of MORD Specification.

Excavation in foundation for retaining & brest 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 & 1203Nominal mix 1:3:6

Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204In 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 royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

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

Providing Nominal mix 1:2:4 concrete for plain/ concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20Nominal 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

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C grade M 25

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. grade M 25

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

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centreto- centre, complete as per approved drawings Clause 1706

Providing weep holes in Brick masonry/Plain/ Reinforced Nos. 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

Cement plum Concrete with 40% plum & 60% 1:3:6 cement concreteincluding supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specificationsClause 802, 803, 1202 & 1203 of MORD Specifiction

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)GI wire 10 gauge BWG

Construction of hill side pucca drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1

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)

Ordinary Kilometer Stone (Precast)

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

Construction of plum concrete parapets as per standard drawing with 40% plums and 60% P.C.C. 1:2:4 above 15 cm. thick base of P.C.C. 1:3:6 including supply of all material , labour and T&P etc. complete in all respect.

C.C 1:2:4 for plum concrete

stone for plum concrete

White washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technicalspecifications Clause 1915

WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness, 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.

Muck Disposal Removal of unsuitable soil/ Ordinary Rock/ Hard Roack including loading and disposal of muck as per Technical Specification Clause 302.3.11 as per requirement of site.

Development of Dumping Yard Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarak

M/S KSB Contractor