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| 1 | 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 |
| 2 | 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 |
| 3 | Construction of Hill Side DrainConstruction 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 |
| 4 | Plain cement concrete M10 grade: Nominal mix 1:3.6 (Hand mixing) |
| 5 | Stone masonary in cement mortar (1:5) |
| 6 | Plain cement concrete M15 grade |
| 7 | Cement plaster 15 mm thick 1:4 on stone masonry |
| 8 | Providing P.C.C. M20 architectural coping on top of wall |
| 9 | 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. |
| 10 | 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 |
| 11 | Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works upto plinth level: M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) |
| 12 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 13 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 14 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing andtechnical specifications Clause 1604 |
| 15 | Earthwork in excavation for structures |
| 16 | Plain cement concrete M 10 grade |
| 17 | Stone masonry in cement mortar 1:5 |
| 18 | Pointing with cement mortar 1:3 |
| 19 | Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall |
| 20 | Filter material behind retaining wall / breast wall as per Specification 1204.3.8 ina width of 600 m |
| 21 | Back filling behind retaining wall/breast wall |
| 22 | 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 |
| 23 | 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 |
| 24 | 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 directionof Engineer In-charge. |
