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| 1 | Earth work in Hill Road (Hill Side Cutting):-Excavation in Hilly area for construction of road in all types of soils, rocks and E&B etc. as met at site true to lines as per plan, L section Cross Slope, super elevation as required also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with alllifts & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawing by mechanical means/ manual means and including construction of required coolie walling for retaining and muck, without otherwise damaging Forest, Forest Land, Utilities, Private and Public Properties, including slip clearance till the completion of the work as directed by Engineer-in-charge as per Technical Specification Clause 1601, 1602 & 1603 of MORD Specification for Rural Roads 2014. |
| 2 | 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 of MORD Specification for Rural Roads 2014. (Patrie filling) |
| 3 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meetrequirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Super Elevation) |
| 4 | Excavation in foundation for Structure in all types of soils & rocks including all lead lift and disposal of surplus material as per direction of Engineer-in- charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014 |
| 5 | Construction of R. R. Stone Masonary in Cement Mortor 1:5 including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014 |
| 6 | Construction of R. R. Stone Masonary laid in Dry including bond Stone, supply of all material, labour, T&P, royalties etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014. |
| 7 | Hand Packed Stone filling in back of Structure includingsupply of all materials, labour, T&P and royalties etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014. |
| 8 | 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 Specifications Clauses 614, 709, 1204.3.7 of MORD Specification for Rural Roads 2014. |
| 9 | Cement plum masonry 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 as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. |
| 10 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) |
| 11 | Providing and laying of mechanically woven double twisted hexagonal shaped gabion (zinc plus PVC coated) of size 3mx3mx1m with two diaphgrams at 1m interval having mesh wire diameter 2.7/3.7mm, edge/selvedge wire diameter 3.4/4.4mm and lacing wire diameter 2.2/3.2 mm(the work includes filling boulders in the gabions) |
| 12 | Providing and laying of Concrete for plain concrete in open foundation for structure includingsupply of all material, labour, T&P and royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. PCC M10 |
| 13 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scraping etc. as per Technical Specifications Clause 1915 of MORD Specification for Rural Roads 2014. |
| 14 | Providing edge stones of 600x120x120 mm Precast in P.C.C. M10 grade on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 of MORD Specification for Rural Roads 2014. |
| 15 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrierComprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts 3,915.40 Rmt and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) |
| 16 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15, Nominal mix (1:2.5:5) for Pucca Drain |
| 17 | Construction of Unlined 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 |
| 18 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 of MORD Specification for Rural Roads 2014. - Using natural occuring Gravel. |
| 19 | 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, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014. - By MechanicalMeans |
| 20 | 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, 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 of MORD Specification for Rural Roads 2014. - By Mechanical Means |
| 21 | Prime Coat - Low 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 of MORD Specification for Rural Roads 2014. |
| 22 | 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 Clause 503 of MORD Specification for Rural Roads 2014. |
| 23 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means.Bitumen (VG-10) (By Paver Finisher) |
| 24 | Seal Coat. Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as pe Technical Specification Clause 510. By Mechanical Means. Type B. Bitumen (VG-10) |
| 25 | Excavation in foundation for Structure in all types of soils & rocks including all lead lift and disposal of surplus material as per direction of Engineer-in- charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014 ( For CD Work) |
| 26 | Providing and laying of Concrete for reinforced concretefor structure includingsupply of all material labour T&P. shuttering .Centering royalty etc required for proper completion of work as directed by Engineer - in - charge, as per drawingsand Technical Specifications Clauses 800, 1205.4 and 1205.5 of Mord specification for Rural Roads 2014. - RCC grade M25 |
| 27 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Stone/Boulder) |
| 28 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202 of MORD Specification for Rural Roads 2014. |
| 29 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 30 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014. - Ordinary Kilometer Stone (Precast) |
| 31 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014. - 200 m stone (precast) |
| 32 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014 - 5th Kilometre Stone (precast) |
| 33 | Providing and Fixing \"Logo\" of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 34 | Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural Roads 2014. - 600 mm Equilateral Triangle |
| 35 | Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural Roads 2014. -600 mm Circular |
| 36 | Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural Roads 2014. - 600 mm x 450 mm Rectangular |
| 37 | AFP (Aluminum-backed flexible prismatic sheeting) Hazard Marker: Providing and fixing Aluminum-backed flexible prismatic sheeting consisting of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable sheeting. AFP sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheeting shall have screen printed arrow/slant line pattern in black color on top & shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09. The AFP sheeting shall be applied with a neoprene contact adhesive with Polychloroprene as base & the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel off & product specification shall confirm to IRC Accreditation. |
| 38 | Road Delineators / Vertical Guide Posts: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 | Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written as per direction of Engineer-in-charge and Technical Specifications ofMORD specification for Rural Roads 2014. |
| 40 | Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge. |
| 41 | Providing & fixing of Maintenance Board with PMGSY Logo at starting or prominent location as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge. |
| 42 | Direction and Place Identification signs upto 0.9 sqm size board - Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 of MORD Specification for Rural Roads 2014. |
| 43 | 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. |
| 44 | Environment Protection Works - Installation of Wire Crates |
| 45 | Maintainance Activities:PBMC |
| 46 | Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains includingminor slip clearence , reshaping ,deepening and ,regrading ,as well ascatch water drains as per technical specification Clause 1907.3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus materialin approved muck disposal points as per specification clause 1903.4] Maintenance of scuppers &Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.5] 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 1909.6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.7] 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 1912.8} Repairing of potholes by removal ofloose material, trimming ofsids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coatusing bitumen or catonic bitumen imulsion(in 3rd and 5th year).9] Two coatwhite washing onparapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191. |
| 47 | 1st Year |
| 48 | 2nd Year |
| 49 | 3rd Year |
| 50 | 4th Year |
| 51 | 5th Year |
