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| 1 | Earth work in hill road (hill side cutting/filling):-Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. |
| 2 | Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side. |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 4 | 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. |
| 5 | 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( For Superelevation) |
| 6 | Construction of coolie walling including supply of all material, labour, T&P etc. Required for proper completion of the work as per direaction of Engineerin- Charge. (As per PWD Uttarakhand Specification) |
| 7 | 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 Clause 305.1 of MORD Specifiction |
| 8 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) |
| 9 | Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. |
| 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 | 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 PWD Uttarakhand specifications) |
| 12 | Providing and Laying ofMechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm,mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). |
| 13 | 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 99238 12-9 |
| 14 | DUMPING ZONE- Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG |
| 15 | Construction of Hill side Kuccha drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge. Manual means |
| 16 | Providing concrete for plain/ reinforced concrete M20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Pucca Drain |
| 17 | PAVEMENT WORK- 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. |
| 18 | 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, 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 |
| 19 | 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, 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. |
| 20 | 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 50 |
| 21 | 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. |
| 22 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, layingand rollingof open-gradedpremix carpet of 20mm thickness composed of 13.2mmto5.6mm aggregate seithe rusing penetration grade bitumenor emulsion to required line, gradeand level to sierve as wearing course on a previously preparedbase, including mixingina suitableplant, laying and rolling with a threewhee l80-100kNstati crollercapacity, finished to required leveland grades to be followed by seal coat of either Type Aor Type B or Type Casper TechnicalSpecification Clause 508.- II By Mechanical Means Bitumen (VG-10) |
| 23 | Provinding and laying seal coat for sealing the voids in a bituminous surface laid to the specification levels, grade and cross fall using Type \"B\" as per MORD Specification. By mechanical means. |
| 24 | CD WORK- Excavation in foundation for retaining, breast walls etc, in all types of soilsand rocks including all lead, lift and disposal of surplus material as perdirection of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction ( FOR CD WORKOnly By Mechanical means) |
| 25 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) |
| 26 | Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. |
| 27 | 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. |
| 28 | Providingconcrete forplain/ reinforcedconcrete inopen foundationscompleteas per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC GRADE M 10 |
| 29 | Providingand layingreinforcedcement concrete insuperstructureasperdrawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC GRADE M 25 |
| 30 | Providingconcrete forplain/ reinforcedconcrete inopen foundationscompleteas per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC GRADE M 20 |
| 31 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 32 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision\"2014) and IS 1786:2008 clause no. 1.6) |
| 33 | 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 99238 12-9 |
| 34 | ROAD FURNITURE- AFP(Aluminum-backed flexible prismatic sheeting) Hazard Marker:Providing and fixing Aluminum-backed flexible prismatic sheetingconsisting of Yellow colored flexible prismatic sheeting with non-metallicprismatic lens as retro reflective elements and conforming to ASTM D 495609 Type VI specification values for reboundable sheeting. AFP sheetingshall be of 1ft width and laminated at the back with a 50 micron thickAluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheetingshall 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 D4956-09. The AFP sheeting shall be applied with a neoprene contactadhesive with Polychloroprene as base & the edges of the product shall besealed all around with a two-part epoxy based structural adhesive and shallbe extremely resistant to peel-off & product specification shall confirm toIRC Accreditation.Hazard marker (900mmx300mm) for New 11 No S/C , 10 no existing Single Chervron Normal (600mmx500mm) per curve 3 nos |
| 35 | 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. |
| 36 | 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( Ordinary Km Stone) |
| 37 | 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( 200mStone) |
| 38 | Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as per the MORD specification and direction given by Engineer in charge. |
| 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 MORD specification and direction by Engineer in charge. |
| 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 and fixing of Maintenance 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. |
| 42 | r 6- Traffic Signage6-1 Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet6-1-1 Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Class-B Type IV retroreflective sheeting fixed over 3mm/4mm thick Aluminium compositematerial sheet vide clause 801.3, depending on the size of the signfixed over back support frame of min 25 x 25 x 3mm Angle mounted ona mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmlyfixed to the ground by means of properly designed foundation with M25grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below groundlevel as per approved drawing. The sign shall be maintained as persection 12 of IRC 67.Hazard marker (900mmx300mm) for New 11 No S/C , 10 no existing Single Chervron Normal (600mmx500mm) per curve 3 nos |
| 43 | 600mm circular |
| 44 | 600 mm equilateral triangle |
| 45 | 800x600 mm Rectangular |
| 46 | Providing and erecting direction and place identifiaction retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75*75*6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450*450*600 mm 600mm below ground level as per approved drawing and technical specification clause 1701. |
| 47 | Construction of Parapit as per Standerd Drawing Attched Including supplky of allmaterial,labour and T&P etc. Complet (2.00x0.45x0.60) |
| 48 | Providing and fixing of C.C Edge Stones 12Cm*12Cm*60Cm size precast in M15 cement concreteincluding two coat white washing on valley side of formation |
| 49 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheetmetal beam rail, 70cm above road/ground level,fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2 m centre , 1.8 m high , 1.1m below ground / road level,all steel parts and fitments to be galvsnished by hot dip process, all fittings toconform 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 75 mm,330mm long complete as per clause 810 |
| 50 | 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. |
| 51 | Ist Year |
| 52 | Iind Year |
| 53 | IIIrd Year |
| 54 | Ivth Year |
| 55 | Vth Year |
