SCSP Under this, construction of walls and scuppers in Ghanghrali bridge to Sarbadiyar motor road in Purola block of Uttarkashi district.

Amount

For R/W

Excavation for Structures:- Excavation in foundation for cross drainage structures, Retaining walls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer - in - Charge also including supply of all materials, labour, T&P etc required for proper completion of work.

Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.

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)

HP stone filling in back of walls including supply of all material,labour, T&P etc. required for proper completion of the work.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes (Rate including in R.R. Pucca wall)

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 Clause 404 By Mechanical Means

Drainage Work (Side Drain)

Construction of Trapazoidal kutcha drain (0.60 m x 0.45 m) size as per drawing excluding gapes for C/D structures including excavation in all type of soil and rocks as met at site including supply of all materials, labour, T&P lead, lifts, disposal of excavated materials etc as per direction of Engineer-in-charge

Cross Drainage Work (Sucpper & Catch Pit) )

Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.

Excavation in foundation

Providing and laying plain cement concerte (M-10) in 1:3:6 ( 1 cement, 3 coarse sand,6 40mm stone ballast & 20mm stone ballast)

Random Rubble Stone Masonry laid in 1:6

Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, (M-25)

Plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, (M-25)

HP stone filling in back of walls including supply of all material,labour, T&P etc. required for proper completion of the work.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications .

Road Furniture

Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved .

Providing and fixing of Trafic Sign Boards Cautionary, mandatory & infomatory( as per attached drawing duly painted and writen as per MORD specification and direction by Engineer in charge

Providing and fixing of semi reflective Direction and Place identification sign boards up to 0.90 sqm as per attached drawing and direction by Engineer in charge

For Protection Pork

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).

Kalyan Singh Rawat

Gurudev Singh