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| 1 | HILL SIDE CUTTING |
| 2 | 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. |
| 3 | Removal ofUnsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 4 | Subgrade And Patri Fiilling |
| 5 | 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 meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( PATRI FILLING) |
| 6 | Excavation in foundation |
| 7 | Coolie Walling |
| 8 | Coolie walling |
| 9 | Excavation in foundation |
| 10 | 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) |
| 11 | Protection work |
| 12 | 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 |
| 13 | 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) |
| 14 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) |
| 15 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 16 | Providing and Laying of Mechanically 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 bouldersin the gabions). |
| 17 | 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) |
| 18 | Pavement work |
| 19 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits/hill side cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 20 | 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 |
| 21 | 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 three wheel 80-100 kN static roller in stages to pro 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 asTechnical Specification Clause 405.By Mechanical Means |
| 22 | 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 pro 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 asTechnical Specification Clause 405. By By Mechanical Means |
| 23 | 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 |
| 24 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 25 | 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. Bitumen (VG-10) |
| 26 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type BasTechnical Specification Clause 510 By Mechanical MeansCase - II : Type B Bitumen (VG-10) |
| 27 | Muck Disposal |
| 28 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge |
| 29 | Providing and laying of boulder apron laid in wirecrates with 4 mm dia GI wire 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 (crate size 3.00m * 1.50m* 1.25m) asdirected by Engineer-in-charge and MORD Specification for Rural Roads 2014. (dumping zone) |
| 30 | Cross Drainage work |
| 31 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge. For retaining wall & B/W) Rate As per block Chapter11-1-1-1 |
| 32 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M10) MORD 11-4-1-1 |
| 33 | Plain/Reinforced cement concrete in open foundation complete asdrawing and technical specifications PCC Grade M25 Using concrete Mixer |
| 34 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604.MORD 12-4-3-3 |
| 35 | Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. including supply of all materials, labour, T&P, royalty etc, required for proper completion of work. Miscellaneous1-3 |
| 36 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) (RCC M25) MORD 12-5-4 |
| 37 | 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) MORD 13-2 |
| 38 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete asdirection of Engineer-in- charge. (AsPWD Uttarakhand specifications) |
| 39 | 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 asdrawing and technical specification Clauses 614, 709, 1204.3.7 |
| 40 | RCC Slab Culvert |
| 41 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge. |
| 42 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for procompletion of the work. as drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 43 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M10) MORD 11-4-1-1 |
| 44 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604.MORD 12-4-3-3 |
| 45 | Providing concrete for plain/ reinforced concrete in open foundations complete asdrawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M20 Nominal mix (1:2:4) |
| 46 | Plain cement concrete in open foundation complete as drawing and technical specifications PCC Grade M25 Using concrete Mixer |
| 47 | 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) |
| 48 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete |
| 49 | H.P. Stone Filling back of wall |
| 50 | Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. including supply of all materials, labour, T&P, royalty etc, required for proper completion of work. Miscellaneous1-3 |
| 51 | C/O Causeway |
| 52 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge. |
| 53 | Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. including supply of all materials, labour, T&P, royalty etc, required for proper completion of work. Miscellaneous1-3 |
| 54 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M10) MORD 11-4-1-1 |
| 55 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) (RCC M25) MORD 12-5-4 |
| 56 | 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) |
| 57 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for procompletion of the work. as drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 58 | HILL SIDE PUCCA DRAIN |
| 59 | Excavation in foundation |
| 60 | RR stone Masonry inlaid in 1:5 |
| 61 | Cement plaster 15 mm thick 1:4 on stone masonry for hill side drain |
| 62 | HILL SIDE KATCHA DRAIN |
| 63 | Construction of Hill side Kutcha Trapezoidaldrain as per drawing(Top 0.60m, Bottom 0.30m & Height 0.40 to 0.60m as per site) in accordance with the requirement asdirected by Engineer-in-charge andMORD Specification for Rural Roads 2014. |
| 64 | Parapet |
| 65 | Construction of Parapit as per Standerd Drawing Attched Including supplky of allmaterial,labour and T&P etc. Complet (2.00x0.45x0.60) (Including PCC and Excavation ) |
| 66 | Construction of Parapit as per Standerd Drawing Attched Including supplky of allmaterial,labour and T&P etc. Complet (2.00x0.45x0.60) (Excluding PCC and Excavation ) |
| 67 | Road Signage |
| 68 | 600 mm circular |
| 69 | 600 mm equilateral triangle |
| 70 | 800 mm x 600 mm rectangular |
| 71 | 600 mm x 450 mm rectangular |
| 72 | Providing & fixing of PMGSY Logo Board (retro- reflective Sheet) at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and writtenand as directedby Engineer in charge. as per MORD specification Clause 1701 |
| 73 | Providing fixing of Title Information Board (retro- reflective Sheet) with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as directedby Engineer in charge. as per MORD specification Clause 1701 . |
| 74 | Providing & fixing of Citizen Information Board(retro- reflective Sheet)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 directedby Engineer in charge. as per MoRD specification Clause 1701 . |
| 75 | Providing & fixing ofMaintenance Information Board (retro- reflective Sheet) 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 directedby Engineer in charge. as per MoRD specification Clause 1701 . |
| 76 | 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 exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 77 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.).. |
| 78 | ROAD FURNITURE |
| 79 | 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 |
| 80 | 5th Kilometre Stone (precast) |
| 81 | Ordinary Kilometer Stone (Precast) |
| 82 | 200 m stone (precast) |
| 83 | Crash Barriers |
| 84 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge. For retaining wall & B/W) Rate As per block Chapter11-1-1-1 |
| 85 | Providing concrete for plain/ reinforced concrete in open foundations complete asdrawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix 1:3:6P.C.C grade M 10 |
| 86 | Type - A, \"W\" : Metal Beam Crash BarrierProviding and erecting a \"W\" metal beam crash barrier comprising of 3mm 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 centre to centre, 1.8 m high, 1.1 m below ground/roadlevel, 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 5mm, 330 mm long complete asclause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) |
| 87 | Maintainance Activities: |
| 88 | 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. |
| 89 | 1st Year |
| 90 | 2nd Year |
| 91 | 3rd Year |
| 92 | 4th Year |
| 93 | 5th Year |
