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| 1 | HILL SIDE CUTTING |
| 2 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & 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 all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means andincludingconstruction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , withoutdamaging forest, forest land,utilityandprivateproperties,includingslip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge. |
| 3 | Pavement |
| 4 | Repairs of damages caused by rain/spillage of waterPreparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 (Sub grade preparation) |
| 5 | Excavation in Cutting in Soil by manual means with lead upto 50 m.Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3(for making superelevation) |
| 6 | Construction of Embankment with Material Obtained from Roadway cu.m 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 (for patri Filling) |
| 7 | Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) (70% of Road Length) |
| 8 | 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. (Using naturally occuring gravel) |
| 9 | WBM Grading-2…..Mechanical MeansProviding, 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 densityGrading 2 as per Technical Specification Clause 405. |
| 10 | WBM Grading-3…...Mechanical MeansProviding, laying, spreading and compacting stone aggregates of specific sizes(53mm to 22.4 mm) to water bound macadam including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screenings (Type B-11.2 mm) 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 |
| 11 | 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 0.7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 12 | Tack CoatProviding 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. |
| 13 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 Bitumen Emulsion 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 M.Sor Tailor made Grade emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing Concrete mixer , 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 . |
| 14 | Seal Coat(with cold Emulsion)Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType Bwith bitumin emilsion S.S -2 or Tailor made (MS) as perIS SP100 paira 6.50& table 6.6 &Technical Specification Clause 510 |
| 15 | Protection/Dainage/Parapets/Cross Dainage work |
| 16 | Providing and fixingof CC Edge stone 12cmx12cmx60cm size precast in M15 cement concrete with 4 no 8mm dia HYSDvertical bars and 3 nos 6mm dia HYSD bars stirrups as per approved drawing including two coat white washing on valley side of formation as directed by engineer in chargeand MORD specification for rural roadsetc. Complet (0.120x0.120x0.600)m |
| 17 | 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. |
| 18 | For Protection Work |
| 19 | For Pucca Drain Work |
| 20 | For Cross Drainage Work |
| 21 | Construction of R.R. stone masonary laid dry, supply of all materials, labour,T&P & Royalty etc.required for propercompletion of workasdirected by Engineer-in-chargeMORD Specification for Rural Roads 2014. |
| 22 | For Protection Work |
| 23 | For Cross Drainage Work |
| 24 | Construction ofR.R. stone masonary in cement mortar 1:5including supply of all materials,labour, T&P,Royalty etc required for propercompletion of workasdirected by Engineer-in-chargeand MORD Specification for Rural Roads 2014. |
| 25 | For Protection Work |
| 26 | For Pucca Drain Work |
| 27 | For Cross Drainage Work |
| 28 | Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. |
| 29 | For Protection Work |
| 30 | For Cross Drainage Work |
| 31 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). |
| 32 | 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 per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 33 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVCpipe extending through the full width of the structures with slope of 1(V):20(H) towardsface complete asdirected by Engineer-in-charge andMORD Specification for Rural Roads 2014. |
| 34 | For Protection Work |
| 35 | For Cross Drainage Work |
| 36 | Providing and layingof concrete for plain 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 MORD Specification for Rural Roads 2014.P.C.C grade M 10. |
| 37 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in sub/Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202. (The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision\"2014) and IS 1786:2008 clause no. 1.6) |
| 38 | Sub Structure |
| 39 | Super Structure |
| 40 | Providing and layingof concrete for reinforced concretefor Super structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeand MORD Specification for Rural Roads 2014.R.C.C.grade M 25 for cross drainage structures such as Culverts , Bridges etc. |
| 41 | Sub Structure |
| 42 | Super Structure |
| 43 | 15 mm thick Plasteringwith 1:4 cement mortarincluding supply of all materials, labour,T&P, royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeandMORD Specification for Rural Roads 2014. |
| 44 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 of MORD Specification for Rural Roads 2014 |
| 45 | Construction of Hill side Kutcha Trapezoidaldrain as per drawing(Top 0.60m, Bottom 0.30m & Height 0.40 to 0.60m as per site)Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil&Ordinary Rock Construction of unlined surfaceto specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per MORDSpecification for Rural Roads 2014 |
| 46 | Construction of Parapit as per Standerd Drawing Attched Including supplky of allmaterial,labour and T&P etc. Complete(2.00x0.45x0.60) |
| 47 | Road Furniture |
| 48 | Kilometre Stone 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 |
| 49 | 5th Kilometre Stone (precast) |
| 50 | Ordinary Kilometer Stone (Precast) |
| 51 | 200 m stone (precast) |
| 52 | Providing and Fixing Title Information Board with PMGSY 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 |
| 53 | Providing and Fixing Citizen informatry 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 |
| 54 | Providing and Fixing mantinance informatry 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 |
| 55 | Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per standard drawing duly painted and writtenand as directedby Engineer in charge/ as per MORD Specification for Rural Roads 2014. 900 mm equilateral & triangle |
| 56 | Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per standard drawing duly painted and written as directedby Engineer in charge. as per IRC/MORD Specification for Rural Roads 2014. 600 mm equilateral & triangle |
| 57 | Semi-Reflective Traffic signs Direction and place indentification signs more then 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing andTechnical Specification Clause 1701 |
| 58 | Type - A, \"W\" : Metal Beam Crash BarrierProviding and erecting a \"W\" metal beam crash barrier comprising 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 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) |
| 59 | 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. |
| 60 | Maintainance Activities: |
| 61 | Maintenance under PBMC for 1.Trimming of grass and weeds from the shoulders/berms and disposting off the same to suitablelocations as per techanical specifications Clause 1914. 2. Maintenance of road side drainsincluding clearing miner slips (0.30m3/ rm) reshaping ,deepening and regrading as well as catch water drains as per techanical specification clause 1907.3. Maintenance of shoulders in the required level by filling/cutting the soil and the compacting including disposal of surplus material in approved muck disposal points as per techanical specification clause 1903.4. Maintenance of Scupper & Culverts by way of Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per echanical specification clause 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 asTechanical specification clause 1909. 6.Maintenance of road signages by way of cleaning and repainting of mandatory / requlutory/caustionly/informatory and place indentifications sign board as per techanical specification clause 1910. 7. Maintenance of 200 metre stones, km stonesby way of refixtng of tilted stones repairing withcement mortar,cleaning,repairing and lettering on 200 meter km stone and 5th km stones as per drawing and techanical specification clause 1912.8. Repairing of pot holes by removal of loose material, trimming of sides, cleaning ofsurface and providing tack coat bitumens emulasion and patch repair with20 mm thick pre-mix carpet and seal coat type B seal coat |
| 62 | 1st year |
| 63 | 2nd year |
| 64 | 3rd year |
| 65 | 4th year |
| 66 | 5th year |
