CONSTRUCTION OF PROPOSED APPROACH ROAD FOR LATE GEN. VIPIN CHANDRA JOSHI GOVT. POLYTECHNIC TAKULA, DISTT - ALMORA

Amount

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Construction of Hill Side Drain Construction of hill side 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

Plain cement concrete M10 grade: Nominal mix 1:3.6 (Nominal Mix)

Stone masonary in cement mortar (1:5)

Plain cement concrete M15 grade

Cement plaster 15 mm thick 1:4 on stone masonry

Providing P.C.C. M20 architectural coping on top of wall

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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 Manual Means

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.

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

Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604

Earthwork in excavation for structures

Plain cement concrete M 10 grade

Stone masonry in cement mortar 1:5

Pointing with cement mortar 1:3

Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall

Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m

Back filling behind retaining wall/breast wall

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 450 mm dia RCC pipes

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. : Above 4.5 metre and upto 6.5 metre

Supply installation and commissioning of SPJ SOLAR TECHNOLOGY PRIVATE LIMITED Solar Street Light Luminaire, Power of light source 12 Watt, (SPJ12/40),Battery capacity(AH) 40, The color temperature of white LEDs used in the system 5500 degree K 6500 degree K., Luminaire System Efficacy - Lumen output - (Lumen/watt) 120, The temperature of heat sink, 20 degree centigrade above ambient temperature during operation, CRI(%) 70,LED chip Efficacy (Lumen/watt) 12, Light source White LED, PV Module(wp) 75, Cycle/ Current Battery cycle life 2000 cycle at 80 % discharge, Type of Battery Lithium Ferro Phosphate battery (LiFePo4), Weight 20 kilogram, Warranty 60 month,complete in all aspects as per direction of Engineer In-charge.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materia

Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) nominal mix 1:2.5:5

MANEESH CONSTRUCTION