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| 1 | Drainage Works |
| 2 | 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 |
| 3 | 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 drawings and technical specifications |
| 4 | Cement plum Concrete with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 5 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications( P.C.C. grade M 10 ) 1:3:6 |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications( P.C.C. grade M 20 ) 1:2:4 |
| 7 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapetsmm dia |
| 8 | 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 |
| 9 | 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 |
| 10 | 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) |
| 11 | 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 |
| 12 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications PCC/R.C.C. grade M 25 |
| 13 | Base Course |
| 14 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 2 as per Technical Specification By Manual Means |
| 15 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical SpecificationBy Manual Means |
| 16 | Binder Coats |
| 17 | Prime CoatLow porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 18 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification |
| 19 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminoussurface cleaned with Hydraulic broom as per Technical Specification |
| 20 | Bitumionous Macadam |
| 21 | Dense Bituminous Macadam with Warm Mix Technology Providing and laying Dense Bituminous Macadam with 100-120 TPH batchtype Asphalt Mixing Plant producing an average output of 75 tonnes perhour using crushed aggregates of specified grading, premixed withbituminous binder @ 4.25% by weight of total mix of mix, warm mix additive@ 0.4% by weight of bitumen and filler, transporting the hot mix to worksite, laying with a hydrostatic paver finisher with sensor control to therequired grade, level and alignment, rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desired compaction as per MoRTHGrading II - 26.5mm nominal size |
| 22 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification complete in all respectsfor Grading-II (bituminous binder @ 5.4 % of mix) |
| 23 | Repair Works |
| 24 | Drains |
| 25 | Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification |
| 26 | Shoulder |
| 27 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities onshoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) |
| 28 | 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 |
| 29 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications (PCC grade 1:3:6) |
| 30 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements havingthickness 60 mm as per drawings and Technical Specification |
| 31 | Parapet |
| 32 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification |
| 33 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunksincluding preparation of surface by cleaning scraping etc.as per technical specifications |
| 34 | Miscellaneous Works |
| 35 | Road Marking |
| 36 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 37 | Road Delineators / Vertical Guide Posts: |
| 38 | Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79. |
| 39 | Traffic Signs |
| 40 | Retro-Reflective Traffic Signs with Type IV retro- reflective SheetProviding and fixing of corrosion resistant 2 mm thick Type IV retro reflective cautionary, mandatory, informatory sign board with 7 year warranty as per IRC:67, made of high intensity sheeting fixed over ACP(Aluminium Composite Panel) 3 mm thick (including framing andbracing with fabrication, plotting, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means ofproperly designed foundation with M15 grade cement concrete 45 cm x45 cm x 60 cm, 60 cm below ground level as per approved drawing, issued in original by Retro reflective sheeting manufacturer having operations in India by their Indian Subsidiary |
| 41 | 600 mm equilateral triangle |
| 42 | 600 x 450 mm Rectangle |
