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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 & 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. |
| 2 | For Cutting |
| 3 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 4 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 5 | Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock |
| 6 | 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 |
| 7 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal 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 |
| 8 | Construction For Super Elevation |
| 9 | 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. |
| 10 | Excavation in foundation |
| 11 | Coolie Walling |
| 12 | Patrie filling after consolidation of ballast and black top of the road with wallin and locally available E&B.Required for proper completion of the work. |
| 13 | 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 |
| 14 | Excavation in foundation |
| 15 | 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) |
| 16 | Repairs of damages caused by rain/spillage of water Preparation 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 |
| 17 | Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposalof scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 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. Using naturally 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 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.By Manual Means |
| 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 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 Manual 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 |
| 22 | 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. |
| 23 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) |
| 24 | 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 |
| 25 | 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 |
| 26 | 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) |
| 27 | 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) |
| 28 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 29 | 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). |
| 30 | 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) |
| 31 | Parapet |
| 32 | Construction of Parapit as per Standerd Drawing Attched Including supplky of allmaterial,labour and T&P etc. Complet (2.00x0.45x0.60) |
| 33 | Construction of hill side pucca 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 |
| 34 | Excavation in foundation |
| 35 | RR stone Masonry inlaid in 1:5 |
| 36 | Cement plaster 15 mm thick 1:4 on stone masonry for hill side drain |
| 37 | HILL SIDE KATCHA DRAIN |
| 38 | 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. |
| 39 | Construction Of Causeway |
| 40 | 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/WUpto 3 m depth |
| 41 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M-10 Grade) |
| 42 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 |
| 43 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 44 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 |
| 45 | C/O 1 m span scupper with CC base .Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 46 | 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 |
| 47 | 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 |
| 48 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M25 |
| 49 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604.MORD 12-4-3-3 |
| 50 | For Proposed |
| 51 | For Existing |
| 52 | 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 |
| 53 | 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 |
| 54 | 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 |
| 55 | H.P. Stone Filling back of wall (12-10-1) B= (0.20+0.700)/2=0.450 |
| 56 | Providing weepholes(100 mm dia pipe) in stone masonry |
| 57 | White washing on parrapet |
| 58 | DUMPING ZONE WIRE CRATES WORK |
| 59 | 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 |
| 60 | 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) |
| 61 | Kilometre StoneReinforced 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 |
| 62 | 5th Kilometre Stone (precast) |
| 63 | Ordinary Kilometer Stone (Precast) |
| 64 | 200 m stone (precast) |
| 65 | Providing and fixing of corrosion resistant 2mm thick DG Grade Type XI retro- reflective cautionary, mandatory, informatory sign board with 10 year warranty as per IRC:67 made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting of letters on Electro cut film, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing issued in original by retro-reflective sheeting manufacturer having operations in India by their indian subsidary. (Clause No. 801 of MORTH) |
| 66 | 600 mm circular |
| 67 | 600 mm equilateral triangle |
| 68 | 800 mm x 600 mm rectangular |
| 69 | 600 mm x 450 mm rectangular |
| 70 | 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 |
| 71 | 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 . |
| 72 | 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 . |
| 73 | 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 . |
| 74 | 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 |
| 75 | 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.).. |
| 76 | Maintainance Activities: |
| 77 | 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. |
| 78 | 1st Year |
| 79 | 2nd Year |
| 80 | 3rd Year |
| 81 | 4th Year |
| 82 | 5th Year |
