|
| 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 | Construction of Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) |
| 3 | Pavement Works |
| 4 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 (By Manual Means). |
| 5 | 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 |
| 6 | Making of Super Elevation:- Excavation of 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 embank ment site with a lift upto 1.50 m and lead upto 50 m as per Technical Specification Clouse 302.3 ( Making of Super Elevation ) |
| 7 | 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) |
| 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 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 Mechanical Means. |
| 10 | 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 Mechanical Means |
| 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 12 | 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. |
| 13 | 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. 507 complete in all respects. (Using Shreded Waste Plastic Technology, specifications as per IRC SP 98 or Latest guidline issued by NRIDA). |
| 14 | PROTECTION WORK |
| 15 | 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 |
| 16 | Random Rubble Stone 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. Technical specification clause 702, 704, 1202 and 1203 of MoRD Specification. (As per PWD Uttarakhand specifications) |
| 17 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, and other structuresetc. including supply of all material, labour, T&P and royaltiies etc.Technical specification clause 702, 704, 1202 and 1204 of MoRD Specification (As per PWD Uttarakhand specifications) |
| 18 | HP stone filling in back of walls including cost of materials, Royalty supply of all material, labour, T&P etc. required for proper completion of the work as per direction of E in C. (As per PWD Uttarakhand specifications) |
| 19 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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 eachas per drawing and technical specificationsClause 1301 |
| 20 | 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 boulders in the gabions). |
| 21 | 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. Technical specification clause 802, 803, 1202 and 1203 of MoRD Specification (As per PWD Uttarakhand specifications). |
| 22 | DRAINAGE WORKConstruction of Hill side K.C.type pucca Drain as per standerd Drowing, including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 23 | 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. |
| 24 | Construction ofR.R. stone masonary in cement mortar 1:5 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. |
| 25 | 15 mm thick Plasteringwith cement mortar 1:4 including supply of all materials, labour,T&P &royalty etc,required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClausesNo.613.4 |
| 26 | Construction of Hill side Kutcha drain (0.45mX 0.50m) size as per drawing excluding in gaps for C/D structures including excavation in all type of soil and rock as met at site with all material, labour, T&P lead, lift & disposal of excavated material etc. as directed by Engineer in charge. |
| 27 | CROSS DRAINAGE WORK (A) |
| 28 | Construction of CausewayProviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M-10 Grade) |
| 29 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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 eachas per drawing and technical specificationsClause 1301 |
| 30 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 25 |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. |
| 32 | CROSS DRAINAGE WORK (B)Construction of Scupper/Culvert Construction of Scupper as per Drawing including supply of all material, labour, T&P etc requiredfor proper completion of work as per detail MORD specification and as per direction of Engineer-in-charge and Technical specification |
| 33 | 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. |
| 34 | 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) |
| 35 | Random Rubble Stone 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. Technical specification clause 702, 704, 1202 and 1203 of MoRD Specification. (As per PWD Uttarakhand specifications) |
| 36 | Construction ofR.R. stone masonary in cement mortar 1:5 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. |
| 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 | 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 |
| 39 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4) |
| 40 | HP stone filling in back of walls including cost of materials, Royalty supply of all material, labour, T&P etc. required for proper completion of the work as per direction of E in C. (As per PWD Uttarakhand specifications) |
| 41 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 42 | ROAD FURNITUREKilometre 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 |
| 43 | 5th Kilometre Stone (precast) |
| 44 | Ordinary Kilometer Stone (Precast) |
| 45 | 200 m stone (precast) |
| 46 | Providing and Fixing \"Logo\" of PMGSY Project each 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 |
| 47 | Title Information Board with PMGSY Logo |
| 48 | Citizen information board with PMGSY Logo (starting and every 5Km) |
| 49 | Citizen information board with PMGSY Logo(For maintenance) |
| 50 | 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 writtenand as directedby Engineer in charge. as per MORD specification Clause 1701 |
| 51 | Semi-Reflective Traffic signs Direction and place indentification signs up to 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 and Technical Specification Clause 1701 |
| 52 | Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilateral & triangle |
| 53 | 900 mm equilateral triangle |
| 54 | 600 mm circular |
| 55 | 600 mm x 450 mm rectangular |
| 56 | Road Studs / Cat Eye: Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitablematerialapproved byEngineer incharge (Marker must supporta load of13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or equivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications. The RPM must have reflective panels with micro prismatic lens where area of each retro reflective surface shall not be less than |
| 57 | Solar Road Studs: Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications. |
| 58 | Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal orcircular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79. |
| 59 | AFP(Aluminum-backed flexible prismatic sheeting) Hazard Marker: Providing and fixing Aluminum-backed flexible prismatic sheeting consisting of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable sheeting. AFP sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheeting shall have screen printed arrow/slant line pattern in black color on top & shallnot crack when testedfor flexibility as persection S2.2.2of ASTM D 4956-09. The AFP sheeting shall be applied with a neoprene contact adhesive with Polychloroprene as base & the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off & product specification shall confirm to IRC Accreditation. |
| 60 | 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) |
| 61 | 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 - applied at valley side of the road |
| 62 | 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 as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. |
| 63 | Construction of Parapet as Per Standerd Drawing Attached inculding Supply of all material, labor and T&P etc. |
| 64 | 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. |
| 65 | 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 |
| 66 | Construction ofR.R. stone masonary in cement mortar 1:5 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. |
| 67 | Pointing with cement mortar 1:3 including supply of all materials, labour,t&p&royalty etc,required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClausesNo.613.3 |
| 68 | 15 mm thick Plasteringwith cement mortar 1:4 including supply of all materials, labour,T&P &royalty etc,required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClausesNo.613.4 |
| 69 | Providing and layingof concrete for plain concretefor substructure 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 gradeM 20. |
| 70 | 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 |
| 71 | Maintainance Activities :Emergency Maintenance Activities (For Opening Communication)Deploying Hydraulic Excavators of 0.90 Cum Bucket for clearance of major slip in all type of soil, rock and boulders including its operator, fuel, all other charge and taxes required for proper completion of work. |
| 72 | Ist Year |
| 73 | Iind Year |
| 74 | IIIrd Year |
| 75 | Ivth Year |
| 76 | Vth Year |
| 77 | Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , asdirected by Engineer-in-charge and as per PWD specifications 8.90 ( For Opening Communication Only ) |
| 78 | Ist Year |
| 79 | Iind Year |
| 80 | IIIrd Year |
| 81 | Ivth Year |
| 82 | Vth Year |
| 83 | Providing and Laying of Boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS : 280 & IS:4826 in 100 mm x 100 mm mesh ( woven diaonally ) including 10 % extra for laps and joints laid with stone boulders weighing not less than 25 Kg each As Per drawing and Technical Specifications clause 1301 |
| 84 | Ist Year |
| 85 | Iind Year |
| 86 | IIIrd Year |
| 87 | Ivth Year |
| 88 | Vth Year |
| 89 | Major Slip Clearance in all type of soil, Rock and Boulders including cost of all material, machine, T & P and Taxes etc required for proper completion of work as per MORD specification, clause 1611 |
| 90 | Ist Year |
| 91 | Iind Year |
| 92 | IIIrd Year |
| 93 | Ivth Year |
| 94 | Vth Year |
| 95 | 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. |
| 96 | Ist Year |
| 97 | Iind Year |
| 98 | IIIrd Year |
| 99 | Ivth Year |
| 100 | Vth Year |
