Under CM Declaration No.-323/2009 in Distt. Dehradun Constituency Sahaspur under New Construction work, Hill Side Cutting, Construction of Scupper, Walls, Parapets and drain etc. of Kotda-Kalyanpur-Badwa-Langha motor road (Km1 to 4) X.S. 0/0 to 3/40)

Amount

Earthwork in cutting or in Embankment in all type of soil, rocks etc. which met at site for Construction of Road to line, curve , slope, gradient and cross section as shown on the drawings as direction of Engineer-in-Charge, including cutting and trimming of side slpoes also including up rooting of trees roots, if any and removal of other Deleterious materials including disposal of all excavated material with all leads and lifts and also including supply of all materials, labours and T&P etc. requried for proper completion of the work, From K.M-1 to K.M-4, xs 0/00 to 3/40) as per Tchnical Speacifications Clause(MORD) 302,1601,1602,1603,)

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(MORD) 305 & 1604.

Excavation in foundation For Catch pit , 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(MORD) 305 & 1604.

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause (MORD) 802, 803, 1202 & 1203)

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 etc. complete as per drawing and technical specifications Section/Clauses(MORD) 700, 1202,1204 & 1604.

Plastering with cement & sand mortar in proportion of 1:4,of minimum thickness 15 mm on brickwork/masonry work in substructure as per technical specification Clauses(MORD)603, 613 & 1204.

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P etc. complete as per drawing and technical specifications Section/Clauses(MORD) 700 & 1604.

Providing and laying Reinforced Cement Concrete of grade M 25 in substructure of abutment, return wall, wing wall, slab as per drawings and technical specification Section/Clauses(MORD) 800, 1202 ,1203 and 1204.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification MORD Section/Clauses 1000.(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)

Granular material - Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD Clause 1204.3.8

Hand Packed stone filling in back of Retaining wallls etc including cost of all materials, labour & T&P etc. complete. As per technical specification clause (MORD)1604.5

Providing and laying plain cement concrete Nominal mix 1:2:4 (PCC M15) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately.as per Technical Specification. MORD Clause 202

Dismantling of Cement Concrete existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification. MORD Clause 202

Providing and Laying of Interlocking Concrete Block (M30) Pavements having thickness 80 mm as per drawings and Technical Specification. MORD Clause 1504.

Water Bound Macadam Sub-base/base :- 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification(MORD) Clause 405.

Providing and Laying of Mechanically 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).Boulder not less than 25 Kg.

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