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| 1 | Earth work in Extra 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 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. |
| 3 | PROTECTION WORK |
| 4 | Excavation for Structures:- Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MoRD as per Technical Specification Clause 305.1&300 |
| 5 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204Random rubble masonry In cement mortar (1:5) |
| 6 | Random Rubble Masonry 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. MORD specifications) |
| 7 | 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) |
| 8 | PLUM CONCRETE WALL |
| 9 | 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 |
| 10 | 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. |
| 11 | WIRE CREATES FOR WALL & DUMPING YARD |
| 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 | Providingand layingof wirecrates 3.00x1.50x1.25 in size with GI wire conforming to IS:280&IS:4826 in 150mmx150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG. |
| 14 | PARAPET & EDGE STONE |
| 15 | Construction of Parapet as per Attched Standerd DrawingIncluding supplky of allmaterial,labour and T&P etc. Complete Size (2.00x0.45x0.60) |
| 16 | Providing and fixing of C.C Edge Stones 12cm *12cm*60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSDvertical bars and 3 nos 6mm diaMS barstirrups as per approved drawing including two coat white washingon valley side of formation. |
| 17 | DRAINAGE WORK |
| 18 | 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 |
| 19 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204Random rubble masonry In cement mortar (1:5) |
| 20 | Plastering with cement mortar (1:4), 15 mm thick on Stone masonry in substructure as per technical specification Clauses 613.4 & 1204 including supply of all material, labour, T. & P. etc. required for proper completion of the work. |
| 21 | kutcha drain |
| 22 | Surface Drains in Soil Construction ofunlined surface drains of average cross-sectional area 0.40 sqm in soil to 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 Technical Specification Clause 307 |
| 23 | CROSS DRAINAGE WORK |
| 24 | 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. |
| 25 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 26 | P/L M10 grade P.C.C. in open foundation as per MoRD specification including all material labour T&P etc. as directed by Engineer in charge. |
| 27 | P.C.C M 25 for Causeway |
| 28 | Supplying, fitting and placing HYSDbar reinforcement (Fe 415) insubstructrue |
| 29 | Scupper 1 mtr span with catch pit and RCC Parapet |
| 30 | 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. |
| 31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M10) Nominal Mix 1:3:6 |
| 32 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204Random rubble masonry In cement mortar (1:5) |
| 33 | 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. |
| 34 | 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) (RCCGrade M25) |
| 35 | 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) |
| 36 | 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) |
| 37 | 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 |
| 38 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 39 | Construction of 3 mtr Span RCC culvert |
| 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 |
| 41 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M15Nominal mix (1:2.5:5) |
| 42 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd sort) In 1:4 cement mortar |
| 43 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd sort) In 1:5 cement mortar |
| 44 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204Random rubble masonry In cement mortar (1:5) |
| 45 | Plain/reinforced cement concrete in substructure completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C M 25 |
| 46 | Supplying, fitting, and placing HYSD bar reinforcement in substructure complete tonne as per drawing and technical specifications Clauses 1002, 1010 and 1202. (The einforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision\"2014) and IS 1786:2008 clause no. 1.6) |
| 47 | 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. (Asper PWD Uttarakhand specifications) |
| 48 | Pointing with cement mortar 1:3 |
| 49 | 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 |
| 50 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 51 | Construction of 15 mtr Span Bridge |
| 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 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specificatio PCC Grade M15 Nominal mix (1:2.5:5) |
| 54 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd sort) In 1:4 cement mortar |
| 55 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd sort) In 1:5cement mortar |
| 56 | Plain/reinforced cement concrete in substructure completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C M 25 |
| 57 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .(Steel shall be procured from original/primary producers only and no re-rolled steel shall be used.) The following Primary Steel Producers have been approved for PWD, Uttarakhand vide Office Memorandum No. 65/10 adhi/praapti/12 Dated:25/01/2012 of the Chief Engineer, Level-1, PWD:- 1. SAIL (Steel Authority of India Ltd.)2. RINL (Rashtriya Ispaat Nigam Ltd.)3. Tata Steel/4. Shyam Steel Industries Ltd. |
| 58 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete. |
| 59 | Super Elevation including Coolie Wall |
| 60 | Excavation in Cutting in Soil by mechanical meansmeans 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) |
| 61 | 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) |
| 62 | Construction of coolie walling including supply of all material, labour,T&P etc.required for proper completion of the work as per direction of Engineer in- charge. (As per PWD Uttarakhand specifications) |
| 63 | PAVEMENT WORK |
| 64 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal Construction of granular sub-base by providing local materialspreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at once and compacting with smooth wheel roller toachieve the desired density complete as per Clause 401.4 as per TechnicalSpecification Clause 408. (Using Gravel mix soil). |
| 65 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 kN static roller in stages toproper grade and camber, applying and brooming, crushable screening to fill-upthe interstices of coarse aggregate, watering and compacting to the requireddensity Grading 2 as per Technical Specification Clause 405. (By Mechanical Means) |
| 66 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 kN static roller in stages toproper grade and camber, applying and brooming, crushable screening to fill-upthe interstices of coarse aggregate, watering and compacting to the requireddensity Grading 3 as per Technical Specification Clause 405. |
| 67 | 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. |
| 68 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 69 | 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 witha 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. Case - II By Mechanical Means Bitumen (VG-10). |
| 70 | Seal CoatProviding 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 per Technical Specification Clause 510. By Mechanical Means Case - II : Type B Bitumen (VG-10). |
| 71 | ROAD FURNITURE |
| 72 | Providing and Fixing \"Logo\" of PMGSY ProjectProviding 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. ettering 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 |
| 73 | Title Information Board with PMGSY Logo |
| 74 | Citizen information board with PMGSY Logo |
| 75 | Citizen information board with PMGSY Logo(For maintenance) |
| 76 | PMGSY Logo Board |
| 77 | 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) |
| 78 | 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) |
| 79 | 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) |
| 80 | Semi reflective cautionary, mandatory and informatory sign board (i) 900 mm equilateral Triagle |
| 81 | Semi reflective cautionary, mandatory and informatory sign board (ii) 600 mm circular |
| 82 | Semi reflective cautionary, mandatory and informatory sign board (iii) 800 mm x 600 mm rectangular |
| 83 | 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 |
| 84 | Maintainance Activities: |
| 85 | 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. |
| 86 | 1st year |
| 87 | 2nd Year |
| 88 | 3rd Year |
| 89 | 4th Year |
| 90 | 5th Year |
