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| 1 | REHABILITATION WORKS |
| 2 | Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. (For Parapets) |
| 3 | Construction ofR.R. stone masonary in cement mortar 1:5 including supply of all materials,labour, T&P,Royalty etc required for propercompletion of workasdirected by Engineer-in-chargeand MORD Specification for Rural Roads 2014. (For R/W, B/W, Parapets, Hume pipe Culvert, Causeway, Catch water drain & Pucca Drain) |
| 4 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) |
| 5 | Providing and Laying Apron with Stone Boulders as per Drawings & Technical Specification Clause 1301 |
| 6 | Providing and layingof concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour, t&p & royalty etc, required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClause 800 , 1202 & 1203 forP.C.C grade M 10. (Parapets) |
| 7 | Providing and layingofplain concrete forsubstructures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeP.C.C.grade M 20 for parapets and causeway etc. |
| 8 | Pointing with cement mortar 1:3 including supply of all materials, labour, t&p & royalty etc, required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClausesNo.613.3(for parapets etc.) |
| 9 | 15 mm thick Plasteringwith cement mortar 1:4 including supply of all materials, labour, t&p & royalty etc,required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClausesNo.613.4.(For Parapets & Pucca Drain) |
| 10 | Providing edge stones on valley side of formation asdirected by Engineer-in-charge andMoRD Specification Clause 1608.4 |
| 11 | Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly painted and written as directedby Engineer in charge. as per MoRD specification Clause 1701 . |
| 12 | White washing two coats on parapet walls and tree turnks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 |
| 13 | 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) |
| 14 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 - R.C.C M 25 height upto 5m |
| 15 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 16 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 17 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge. (As per PWD Uttarakhand specifications) |
| 18 | Releying work |
| 19 | 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means |
| 20 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical SpecificationClause 503. |
| 21 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant,laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat ofType B as per Technical Specification Clause 508.By Mechanical Means with bitumen VG-10 |
| 22 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 |
| 23 | Emergency Maintenance |
| 24 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side |
| 25 | 1st Year |
| 26 | 2nd Year |
| 27 | 3rd Year |
| 28 | 4th Year |
| 29 | 5th Year |
| 30 | Hydraulic excavator 0.9/1cum for 1st year 90 days rainy season assuming 18 days JCB required |
| 31 | 1st Year |
| 32 | 2nd Year |
| 33 | 3rd Year |
| 34 | 4th Year |
| 35 | 5th Year |
| 36 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 37 | 1st Year |
| 38 | 2nd Year |
| 39 | 3rd Year |
| 40 | 4th Year |
| 41 | 5th Year |
| 42 | Coolie Walling including supply of all material, labour, T&P,royalty etc. Required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications |
| 43 | 1st Year |
| 44 | 2nd Year |
| 45 | 3rd Year |
| 46 | 4th Year |
| 47 | 5th Year |
| 48 | Maintainance Activities:PBMC |
| 49 | Maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909.Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910.Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion.White washing of parapet walls of CD work and tree trunckswhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915.Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. |
| 50 | 1st Year |
| 51 | 2nd Year |
| 52 | 3rd Year |
| 53 | 4th Year |
| 54 | 5th Year |
