|
| 1 | 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 & 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,including 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. |
| 3 | Removal ofland slides (Slip clearance) in all type ofsoil androck by mechanical means/ manual means and disposal of safe side only inafter completion of hill side cuttingas per roaddesignasdirected by Engineer-in-chargeand MORD specifications , Clause 1611 . (Slip clearence considered only those reaches where the Hill side cutting has been completed and handed over to Engineer -In- Charge ) |
| 4 | Disposalof exvacated material obtained from hill side cuttingincludingloading and disposal up to 1000 Mleadas directed by Engineer-in-charge and as per MORD specifications Clause302.3.11 |
| 5 | PROTECTION WORK : |
| 6 | Excavation for Structures:- Excavation in foundation for cross drainage structures, Retaining walls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth asdirected by Engineer - in - Charge also including supply of all materials, labour, T&P etc required for proper completion of work. |
| 7 | Construction ofR. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecifications Clause 700 &1604. |
| 8 | Random rubble stone masonry for structureslaid dryby locally available approved stonencluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.. |
| 9 | HP stone filling:- Hand Packed stone fillingin back of wallls including cost of all materials, royality,T&Petc.complete as per direction of Engineer-in-charge. (Asper PWD Uttarakhand specifications) |
| 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 per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 11 | 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) |
| 12 | Providing and fixing of. Edge Stones 12cm x 12cm x 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. |
| 13 | SIDE DRAIN |
| 14 | Construction of unlined surface drains (trapezoidal) 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. |
| 15 | Construction of Hill side Pucca KC Drain in accordance with the requirement of specification true to line and drades 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. |
| 16 | Excavation for Structures:- Excavation in foundation forstructuresin all types of soils and rocks including lead, lift and disposal of surplus material asdirected by Engineer-in-charge and MORD specificationclause 305. |
| 17 | Providing and layingof plain cement concretefor structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeand MORD SpecificationClause 800 forP.C.C grade M 20. |
| 18 | SCUPPER 1.5 m Span |
| 19 | Excavation for Structures By Mechanical Means:- Excavation in foundation forstructuresin all types of soils and rocks including lead, lift and disposal of surplus material asdirected by Engineer-in-charge. |
| 20 | Providing and layingof concrete for plain/reinforced 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 MORDspecificationsClause 800 , 1202 & 1203 forP.C.C grade M 10. |
| 21 | Construction ofR. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecifications Clause 700 &1604. |
| 22 | Random rubble stone masonry for structureslaid dryby locally available approved stonencluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.. |
| 23 | Providing and layingof concrete for plain/reinforced concretefor substructures including supply of all materials, labour,t&p&royalty etc,required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClause 800 forR.C.C grade M 25. |
| 24 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 25 | Providing and layingof plain cement concretefor structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeand MORD SpecificationClause 800 forP.C.C grade M 20. |
| 26 | HP stone filling:- Hand Packed stone fillingin back of wallls including cost of all materials, royality,T&Petc.complete as per direction of Engineer-in-charge. (Asper PWD Uttarakhand specifications) |
| 27 | 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 |
| 28 | 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 |
| 29 | Construction of Culvert. |
| 30 | Excavation for Structures By Mechanical Means:- Excavation in foundation forstructuresin all types of soils and rocks including lead, lift and disposal of surplus material asdirected by Engineer-in-charge. |
| 31 | Providing and layingof concrete for plain/reinforced 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 MORDspecificationsClause 800 , 1202 & 1203 forP.C.C grade M 10. |
| 32 | Providing and layingof concrete for plain/reinforced concreteforsuper structures including supply of all materials, labour,t&p&royalty etc,required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClause 800 forR.C.C grade M 25. |
| 33 | Construction of C.Rstone masonarylaidin 1:4cement sand mortar including supply of all materials, labour, t&p & royalty etc, required for propercompletion of workasdirected by Engineer-in-chargeand MoRDspecifications Clause 704.4. |
| 34 | Construction of C.Rstone masonarylaidin 1:5cement sand mortar including supply of all materials, labour, t&p & royalty etc, required for propercompletion of workasdirected by Engineer-in-chargeand MoRDspecifications Clause 704.5. |
| 35 | HP stone filling:- Hand Packed stone fillingin back of wallls including cost of all materials, royality,T&Petc.complete as per direction of Engineer-in-charge. (Asper PWD Uttarakhand specifications) |
| 36 | Supplying, cutting , and placing ofHYSD bar reinforcement in superstructure complete(IS1786:2008 clause no. 1.6) Steel shallnot be fromrerolling plants and shallconform to relevent IS Codeincluding supply of all materials, labour,t&p&royalty etc,required for propercompletion of workasdirected by Engineer-in-charge as per MORD specification no. 1000 (Culvert, Bridge, Causeway, Scupper etc.) |
| 37 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 |
| 38 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 39 | Laying of an elastomeric slab seal expansion joint (Excluding Cost of Material) complete as per approved drawing and approved specifications to be installed byanufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 |
| 40 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 41 | EARTHAN SHOULDERS SUPER ELEVALATION. |
| 42 | 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. (Sub grade preparation Pattri filling) |
| 43 | 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.( Making of Super Elevation) |
| 44 | 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). |
| 45 | PAVEMENT WORK |
| 46 | 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 (Using naturally occuring gravelSpecification Clause 408. (Using naturally occuring gravel, Local GSB) |
| 47 | WBM Grading 2-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone 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 |
| 48 | WBM Grading 3-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN 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 |
| 49 | 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 |
| 50 | Tack Coat- 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. |
| 51 | Premix Carpet:- 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 11.2 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 TypeType Bas per Technical Specification Clause 508. Bitumen (VG-10) |
| 52 | Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType B as per Technical Specification Clause 510 Bitumen (VG-10) |
| 53 | Road Safty andFurniture |
| 54 | Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved . |
| 55 | Same as above item No. but for Hectometer stone |
| 56 | Same as above item No. but for 5th Km. stone |
| 57 | Providing and fixing of PMGSY Logo board at end point and every 2 Km, as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge |
| 58 | Providing and 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 writen as per MORD specification and direction by Engineer in charge |
| 59 | Providing and fixing of Citizen information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge |
| 60 | Providing and fixing of Maintenance information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge |
| 61 | Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. |
| 62 | 600 mm equilateral triangle |
| 63 | 600 mm circular |
| 64 | 600 mm x 450 mm rectangular |
| 65 | Providing and fixing of retro reflective Direction and Place identification sign boards more then 0.90 sqm as per attached drawing and direction by Engineer in charge. |
| 66 | 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. |
| 67 | 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. |
| 68 | 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. |
| 69 | Construction ofParapet in Cement plum Masonry with 40% plum & 60% 1:3:6 cement concreteas required and specified in detailed drawing with white washing complete as per the direction of Engineer-in-chjarge.(without c.c. base over scupper) |
| 70 | Providing and layingof concrete for plain/reinforced 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 MORDspecificationsClause 800 , 1202 & 1203 forP.C.C grade M 10. |
| 71 | 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 drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 72 | Providing and laying 25 mm thick P.C.C. Coping Layer 1:2:4 cement concret. |
| 73 | 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 |
| 74 | Type - A, \"W\" : Metal Beam Crash Barrier Providing 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) |
| 75 | Maintainance Activities: |
| 76 | Maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.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.Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910.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.Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion.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.Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. |
| 77 | 1st Year |
| 78 | 2nd Year |
| 79 | 3rd Year |
| 80 | 4th Year |
| 81 | 5th Year |
