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| 1 | Initial Rehabilitation (Part 1) (Item No. 1 to 19)Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per directed by Engineer-in-charge &Technical Specification Clause 201. SI. NO. 259(1)(Including Labour Cess and all other taxes but excluding G.S.T.) |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per directed by Engineer-in-charge & Technical Specification Clause 301.5. (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m carted earth workas per directed by Engineer-in-charge &Technical Specification Clause 301.5 (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 4 | Providing, laying, spreading and compacting stone aggregates of Grading-3 materials base course of 22.4~53 mm size stone ballast of compacted thickness 75 mm of approved quarry passing through IS sieve of 63 mm sieve 100%, 53 mm sieve 95~100%, 45 mm sieve 65~90%, 22.4 mm sieve 0~10% and 11.2 mm sieve 0~5%)@ 0.91 cum per 10 sqm area, with screening materials of Type-B of size 11.20 mm grading passing to IS sieve of 11.20 mm sieve 100%, 9.5 mm sieve 80~100%, 5.6 mm sieve50~70%, and 180 micron sieve15~35% @ 0.18 cum per 10 Sqm including required widening on entire road length, specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 achieving the desired compaction including cost of all material, Labour, T&P required for proper completion of work as per MoRD Specifications Clause 405. as per directed by Engineer-in-charge (For Pot Hole Repair) (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 5 | Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per directed by Engineer-in-charge & technical specification clause 202. SI. No. 697. (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 6 | Relaying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 & as per directed by Engineer-in-charge.(Including Labour Cess and all other taxes but excluding G.S.T.) |
| 7 | Providing and Laying of 80 mm thick Precast cement concrete I - Shape or zigzag Interlocking paver blocks(Grey Colour) with top layer of minimumm 8 mm thickness having plan dimension 200x(160+120mm) of O.P.Cement, smooth high gloss finish,skid resistant,mamufactured from rubber moulds through vibro-compression mechanism.The compressive strength of concrete paver block shall not be less than 30Mpa(M-30) and weight 5 kg per No. confirming to IS:15658-2006 including levelling and dressing of surface up to required level and slopes filling joints with local sand, cost of material,labour,T&P etc required for proper completion of work as directed by Engineer-in-charge. (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 8 | Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203. (M 10 1:3:6)& as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 9 | Brick masonry work in cement mortar 1:3 (1 cement : 3 Course sand) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. SI. No. 307. & as perdirected by Engineer-in-charge(Including Labour Cess and all other taxes but excluding G.S.T.) |
| 10 | Plain cement concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 20mm gauge approved stone ballast) including cost of all material, Labour, T&P required for proper completion of work as per the direction of Engineer-Incharge. (For DPC). (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 11 | 12mm thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. Including supply of all materials, labour, tools & plants etc. required for proper completion of the work as per SI No. 583.& as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 12 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915.& as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 13 | Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle. & as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 14 | Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle. & as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 15 | Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle.& as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 16 | Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle.& as perdirected by Engineer-in-charge(Including Labour Cess and all other taxes but excluding G.S.T.) |
| 17 | Reinforced cement concrete M15grade 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. & as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.)5th Km.Stone |
| 18 | Kilometer Stones |
| 19 | Hectometer Stones |
| 20 | Providing and erecting direction and place identification retro-feflecorised sign as per approved drawing and Technical Speification Clause 1701. & as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 21 | Providing and fixing of retro reflectocised cautionary, mandatory and informatory sign as per drawing and technical specification as per clause 801 & as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 22 | Renewal (Part 2) (Item No. 20 to 25)Providing & applying primer coat with Bitumen Emulsion SS-1 grade on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg per sqm area using mechanical means including cost of all material, Labour, T&P required for proper completion of work as per MoRD Specification Clause 502. & as perdirected by Engineer-in-charge (For Patch Work)(Including Labour Cess and all other taxes but excluding G.S.T.) |
| 23 | Providing & applying tack Coat with Bitumen Emulsion RS-1grade using Emulsion pressure distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with primer including cost of all material, Labour, T&P required for proper completion of work as per MoRD Specification clause 503.& as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 24 | Bituminous Concrete using Waste PlasticProviding and laying bituminous concrete with 120 TPH capacity batch type hot mix plant using crushed aggreates of specified grading, premixed with bituminous binder VG-30 Grade @ 5.40percentof mix and filler, transporting tp hot mix to work site, laying with a hydrostatic paver finisher with sensor control @ 174 cum per hour to the required grade, level and alignment, rolling with smooth static roller wheeled 80 to 100 KN and Tandem roller, mechanical broom 2.1m. sweeping width, Air Compressor 250 cfm , Generator 250 KVA, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.& as perdirected by Engineer-in-charge(Including Labour Cess and all other taxes but excluding G.S.T.) |
| 25 | 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 local earth as per MoRD Specification Clause 303.1 & as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 26 | 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 Carted Earth Work as per MoRD Specification Clause 303.1 & as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
| 27 | Road marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Road Surface. 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-35-2015 The Finished surface to be level, uniform and free form streaks and holes. (As per SI.No. 22.02 New Item) & as perdirected by Engineer-in-charge (Including Labour Cess and all other taxes but excluding G.S.T.) |
