|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thicknessas per specification and as per thedirection of Engineer -in –charge. |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 mtrs . |
| 3 | Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface. |
| 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 |
| 5 | Concreate |
| 6 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres |
| 7 | Earth work in embankment with approvedmaterials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per Clause 305 of MoRT&H Specifications dfor Road & Bridge works(4th Revision) complet including cost,conveyance,Royalities,Taxes of all materials,all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge. |
| 8 | Construction of embankment with approved materials deposited at sitefrom roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 anddirection of the Engineer in Charge (excluding cost of excavation and transportation to site). |
| 9 | Construction of granular Sub-base by providing Close graded Granular sub-baseGrading-III material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(4th. Revision) . |
| 10 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 |
| 11 | Construction of moorum shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per direction of the Engineer in charge (By mechanical means). |
| 12 | Providing, laying, spreading and compacting graded stone aggregatesto Wet MixMacadam (WMM) specification including premixing the materialnwithb water at OMC in mechanical mix plant , carriage of mix material by tipper to site,laying in uniform layers with paver in sub base or base course on well prepared surfaceand compacting with Vibratory roller to achive the desired density as per Clause 406 of MoSRT&H specifications for Road and Bridge works. |
| 13 | Providing & applying Primer Coat with Btumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical meansas per clause 502 of MoSRT&Hl specification for Road & Bridge works(4th Revision) . |
| 14 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision)[Output-3500 sqm] |
| 15 | Providing, laying, Bituminus Macadam (BM) with hot mix plant using crushed aggrgate of specified grading premixed with bituminus binder of 60/70 penetration grade of bitumen , transported to site , laid over a previousely prepared surface with Hydrostatic Paver Finisher with sensor control to the required grade , level & Alignment and rolling with smooth wheeled Vibratory & Tendum roller to achive the desired compactionas per Clause 507 of MoSRT&H specifications for Road and Bridge works. |
| 16 | Providing and laying Semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compactionas per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision) |
| 17 | Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge. |
| 18 | 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 of MoRD and as per direction of the Engineer-in-charge. |
| 19 | Providing and fixing of typical Citizen Information board & Maintenance board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. |
| 20 | Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of specification and direction of the Engineer-in-charge |
| 21 | 900 mm equilateral triangle |
| 22 | 600 mm x 450 mmRectangular |
| 23 | 600 mm Circular |
| 24 | Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technival Specification Clause 800,1400 & 1704.1 of MoRD and as per direction of the Engineer-in-charge. |
| 25 | Providing and fixing reinforced cement concrete M 15 grade kilometre 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 and as per the direction of the Engineer-in-charge. |
| 26 | i) Ordinary kilometer stone |
| 27 | ii) 5th kilometer stone |
| 28 | iii) 200 mtr. stone |
| 29 | 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. |
| 30 | Supplying and Laying of Heavy duty factory made Interlocking Approved Brand Paver Block of 80 mm thick coral shaped on preparation of sub base with 30 mm sand and levelling laying of interlocking paver block with sand binding and final compaction with plate vibrator finishing the surface including cutting of blocks at the edges with all labour and materials etc. complete as per direction of Engineer-In-Chief. |
| 31 | Construction of Un-reinforced,dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 350 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a batchingand mixing plant as per approved mix design,transported to site,laid with a fixed form or slip form paver,spread,compacted and finished in a continous operation etc , curing compound ,finishing to lines and grades as per drawing and as per clause 602 of MoSRT&H Specifications for Road & Bridge works (4th. Revision) (Taking output = 75 Cum) |
| 32 | Earth work in excavation of foundation in all kinds of soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.(Ref:- A/R-06, average of item-1(a) & 2(a)) |
| 33 | Filling foundation and plinth with sand well watered and rammed including cost conveyance royalty of sand and labour etc complete. |
| 34 | P.C.C. work in open foundationof M-15 grade as per drawing & technical specification including cost of all materials labour T&P etc complete. |
| 35 | Foundation |
| 36 | P.C.C. work in sub structureof M-15 grade as per drawing & technical specification including cost of all materials labour T&P etc complete. |
| 37 | Sub structure |
| 38 | P.C.C. work in open foundationof M-20 grade as per drawing & technical specification including cost of all materials labour T&P etc complete. |
| 39 | R.C.C. work of M-25 grade with 20 mm and down grade black hard granite (C.B) stone chips including hoisting and laying per 1 cum |
| 40 | Sub-structure |
| 41 | Super-structure |
| 42 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORDtechnical specification Clauses 1000,1200 as per direction of the Engineer in charge |
| 43 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specification . |
| 44 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 45 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 46 | Providing and laying boulder appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302 |
| 47 | Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided wall and return wall to the full height compacted to a over the entire surface behind abutment , wing firm condition complete as per drawing and Technical Specification. |
| 48 | Providing and laying reinforced cement concrete NP3 SINGLE Rowpipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge. |
| 49 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915as per direction of the Engineer in charge. |
| 50 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment ,level and slopes as per technical specification Clause 1902 |
| 51 | 1 st Year |
| 52 | 2 st Year |
| 53 | 3 st Year |
| 54 | 4 st Year |
| 55 | 5 st Year |
| 56 | Making up loose of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903 |
| 57 | 1 st Year |
| 58 | 2 st Year |
| 59 | 3 st Year |
| 60 | 4 st Year |
| 61 | 5 st Year |
| 62 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 |
| 63 | 1 st Year |
| 64 | 2 st Year |
| 65 | 3 st Year |
| 66 | 4 st Year |
| 67 | 5 st Year |
| 68 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specificationClause 503,508,510,1904as per direction of the Engineer in charge. |
| 69 | 1 st Year |
| 70 | 2 st Year |
| 71 | 3 st Year |
| 72 | 4 st Year |
| 73 | 5 st Year |
| 74 | Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 |
| 75 | 1 st Year |
| 76 | 2 st Year |
| 77 | 3 st Year |
| 78 | 4 st Year |
| 79 | 5 st Year |
| 80 | 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 |
| 81 | 2 st Year |
| 82 | 4 st Year |
| 83 | 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 and5th km stone as per drawing and technical specification Clause 1912 |
| 84 | 1 st Year |
| 85 | 2 st Year |
| 86 | 3 st Year |
| 87 | 4 st Year |
| 88 | 5 st Year |
| 89 | Cutting of branches of trees and shrubs from the road way or with in R.O.Wincluding disposal of wood and leaves to suitable location as per technical specification Clause 1914 |
| 90 | 1 st Year |
| 91 | 2 st Year |
| 92 | 3 st Year |
| 93 | 4 st Year |
| 94 | 5 st Year |
| 95 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technicalspecifications Clause 1914 |
| 96 | 1 st Year |
| 97 | 2 st Year |
| 98 | 3 st Year |
| 99 | 4 st Year |
| 100 | 5 st Year |
| 101 | Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 |
| 102 | 1 st Year |
| 103 | 2 st Year |
| 104 | 3 st Year |
| 105 | 4 st Year |
| 106 | 5 st Year |
| 107 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 108 | 1 st Year |
| 109 | 2 st Year |
| 110 | 3 st Year |
| 111 | 4 st Year |
| 112 | 5 st Year |
