|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth up to 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 |
| 2 | CULVERTS/SLAB |
| 3 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as per Clause 202& as directed by Engineer. |
| 4 | (a) \"Prestressed / Reinforced cement concrete grade M-20 & above |
| 5 | (b) Cement Concrete Grade M-15 & M-20 |
| 6 | (i) Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. |
| 7 | Dismantlingpavements and structurescomplete as per Technical Specification Clause 202 and2800. |
| 8 | i)Bituminous Course |
| 9 | Tree Transplantation |
| 10 | EARTHWORK |
| 11 | Roadway Excavation in Soil by Mechanical Means including cutting, trimming of side slopes loading/unloadingby truck and carrying of excavated material to Emankment site or disposing of excavated materials with all lifts and lead upto 1000 metres. |
| 12 | Providing and Construction of Embankment with approvedmaterials from borrow areas complete asperTechnical Specification with all leads and lifts,transportation to working site,spreading,grading to required slope and compacting to meet requirement of table 300-2. |
| 13 | Providing and Construction of embankment with approved materials obtained from roadwayand drainage excavation complete as per Technical Specificationwith all leads and lifts transportation to working site,spreading,grading to required slope and compacting to meet requirement of table 300-2. |
| 14 | Construction of subgrade with approved material satisfyingthe requirements of minimum soaked CBR value as indicatedin the drawings including all leads and lifts completeas per Technical Specifications transportation to working site,spreading,grading to required slope and compacting to meet requirement of table 300-2. |
| 15 | Construction of Earthen Shoulders with approved material satisfyingthe requirements of minimum soaked CBR value as indicatedin the drawings including all leads and lifts completeas per Technical Specifications transportation to working site,spreading,grading to required slope and compacting to meet requirement of table 300-2. |
| 16 | Loosening and recompacting ground below Subgrade in all kinds of soil,if necessary, completeasper Technical Specifications spreading,grading to required slope and compacting to meet requirement of table 300-2. |
| 17 | Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering) as per clause 307 as directed by Engineer. |
| 18 | DRAINAGE |
| 19 | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 meters as directed by Engineer. |
| 20 | (b) RCC COVERED DRAIN as per drawing & as directed by Engineer. |
| 21 | © PCC DRAIN as per drawing & as directed by Engineer. |
| 22 | SUB BASE AND BASE COURSES/SHOULDERS ( Non- Bituminous) |
| 23 | GSB Sub-Base With Graded Material (Table 400-1): Construction of granular subbase by providing granular material ,mixing in a mechanical mix plant at OMC ,carriage of mixed Material to work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as directed by Engineer. |
| 24 | Wet Mix Macadam ( Plant Mix Methad ) :- Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MoRTH specification clause No. 406 as directed by Engineer. |
| 25 | Construction of Granular Shoulder as per Drawings/ technical specifications clause 400 and as directed by Engineer complete including all leads and lifts, supply etc |
| 26 | Construction of Paver Block including sand bedding 50mmas per Drawings/ technical specifications CLAUSE 400 and as directed by Engineer. |
| 27 | BASES AND SURFACE COURSES ( Bituminous) |
| 28 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.as per MoRTH specification clause No. 502 as directed by Engineer. |
| 29 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular/Bituminous surface as per MoRTH specification clause No. 503 as directed by Engineer. |
| 30 | Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with highercapacity batchtypeHMP using crushed aggregates of specified grading, premixed with bituminous binder 4.5% by weight of total mix of mix and filler, 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. 505 complete in all respects.) (Grade-II) as directed by Engineer. |
| 31 | Providing and laying bituminous concrete with highercapacity batchtypeHMP using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 - 6% of mix and filler, 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 (VG-40) as directed by Engineer. |
| 32 | TRAFFIC SIGNS, MARKINGS,SAFETY DEVICES AND ROAD APPURTENANCES |
| 33 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) |
| 34 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)as directed by Engineer. |
| 35 | 60 cm circular |
| 36 | 90 cm high octagon |
| 37 | 60 cm equilateral triangle |
| 38 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 39 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 40 | Supply and fixingtubular gantry mounted Overhead signs. All components of signs & supports, other than the reflective portion shall be thoroughly descaled, cleaned, primed and painted with two coats of epoxy paint. The sign back side shall be with grey b) Cantilever Type |
| 41 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous 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 .The finished surface to be level, uniform and free from streaks and holes.)as per clause 803 as directed by Engineer. |
| 42 | KILOMETER STONE :- Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etcas per clause 805,as directed by Engineer. |
| 43 | a) 200 metre stone ( PRECAST) |
| 44 | b) Km stone ( PRECAST) |
| 45 | c) 5th Km stone ( PRECAST) |
| 46 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) as per Clause 807as directed by Engineer |
| 47 | G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 808 ) |
| 48 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement as per drawing & as directed by Engineer , IRC:21, MORTH clause 811 |
| 49 | Providing and fixing 80mm NB GI pipe rail on crash barrier complete with fixtures as per drawings and Technical Specifications clause 2703.2 & 1900 |
| 50 | 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 811.3) as directed by Engineer. |
| 51 | Stree Lighting :- Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhangon one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation. as per drawing & as directed by Engineer. |
| 52 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortaras per clause 804 & as directed by Engineer. |
| 53 | Flexible Safty Cone clause 813 |
| 54 | Rumble Strips |
| 55 | Traffic Diversion Sign Board |
| 56 | Speed Limit Sign Board |
| 57 | Safety Ribbon |
| 58 | Traffic signal hand light (Using in place of red flag) |
| 59 | Labour |
| 60 | Supervisor |
| 61 | Safty Engineer |
| 62 | Safty Manager |
| 63 | Providing & fixing Convex Mirror as directed by Engineer |
| 64 | CULVERTS( PIPE/ SLAB/BOX) |
| 65 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)as per Clause 304 & as directed by Engineer.In all types of Soil/Clay |
| 66 | Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets. as per clause 2900, as directed by Engineer. |
| 67 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC GRADE M15 as per clause 1500,1700& 2100 , as directed by Engineer. |
| 68 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC GRADE M20 as per clause 1500,1700& 2100 , as directed by Engineer. |
| 69 | Providing and laying in position Plain/Reinforced Cement Concrete in Open Foundation complete in culverts Slab/BOX/Pipe etcas per Drawing and Technical Specifications. as per clause 1500,1700& 2100 , as directed by Engineer. |
| 70 | M 20 Grade |
| 71 | M 30 Grade |
| 72 | Supplying,fitting and placing un-coated HYSD bar reinforcement in foundation Box cells, Retaining walls, Wing wallscomplete as per drawing and technical specifications as per Clause 1600 & as directed by Engineer. |
| 73 | MAINTENANCE DURING CONSTRUCTION |
| 74 | Filling Pot - holes and patch Repairs :-Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 |
| 75 | BOX CELL STRUCTURE /SLAB /GABBION/ Breast WALL/ Toe wall/ PROTECTION WORK |
| 76 | 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 specifications. as per Clause 2706 & 2200 as directed by Engineer |
| 77 | Filler Joint :- Providing & fixing 20 mm thickCompressible fibre board in expansion joint complete as per drawing & Technical Specification as per Clause 2604 & as directed by Engineer |
| 78 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) as per Clause 800 as directed by Engineer |
| 79 | Providing and fixing in position Tar paper bearings true to line and level complete as per drawings and Technical Specifications Section 2000. |
| 80 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per clause 710.1.4, IRC 78 & 2200 &as directed by Engineer.Granular material |
| 81 | Providing and laying of Filter media with granular materials/stone crushed aggregates 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 over the entire surface behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. as per Clause 710.1.4 of IRC :78as directed by Engineer |
| 82 | Drainage Spouts complete as per drawing and Technical specification as per Clause 2705as directed by Engineer |
| 83 | CONSTRUCTION OF BREAST WALL |
| 84 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved materialin ordinary soil, by MECHANICAL MEANS) as per clause 304, as directed by Engineer. |
| 85 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC GRADE M15 as per clause 1500,1700& 2100 , as directed by Engineer. |
| 86 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 87 | 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 clause 2706, 2200 & as directed by Engineer. |
| 88 | Dismantling of Existing Wall |
| 89 | CONSTRUCTION OF GABION WALL |
| 90 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) as per clause 304, as directed by Engineer.ordinary soil (by MECHANICAL MEANS) |
| 91 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC GRADE M15 as per clause 1500,1700& 2100 , as directed by Engineer. |
| 92 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per clause 304.3.7, IRC 78 & 2200 &as directed by Engineer. |
| 93 | Construction of Toe wall |
| 94 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved materialin ordinary soil, by MECHANICAL MEANS) as per clause 304, as directed by Engineer. |
| 95 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC GRADE M15 as per clause 1500,1700& 2100 , as directed by Engineer. |
| 96 | Providing and laying in position Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.PCC M 20 |
| 97 | Providing and laying of Filter media with granular materials/stone crushed aggregates 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 over the entire surface behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. as per Clause 710.1.4 of IRC :78as directed by Engineer |
| 98 | RIVER TRAINING & PROTECTION WORK / GABION / RETAINING |
| 99 | Curtain wall complete as per drawing and Technical specification clause 2507Cement concrete Grade M15 |
| 100 | Construction of Gabion wall |
| 101 | Providing and Laying of in filled Gabion Boxes (2x1x1) as per drawings by material Mechanically Woven Double Twisted Hexagonal shaped mesh(Zinc+PVC coated), boxes made up of size as per MoRTH Technical Specifications Clause2503 and as directed by the Engineer-in-Charge. |
| 102 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.as per clause 700 & 2504 as directed by Engineer. |
| 103 | Hydroseeding for vegetationas directed by Engineer |
| 104 | Construction of Retaining wall |
| 105 | Providing shotcrete including material, labour, machinery etc. complete as per technical specifications clause 2807 and as directed by Engineer |
| 106 | Repair & Rehabilitation |
| 107 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as per Clause 202& as directed by Engineer.Wearing course/Pavement |
| 108 | Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-39,prepared by using mastic cooker and laid to required level and slope after cleaning the surface,including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions,pressed into surface when the temperature of surfaces not less than 100 deg. C,protruding 1 mm to 4 mm over mastic surface,all complete as per clause 516.) |
| 109 | Providing and laying bituminous concrete with highercapacity batchtypeHMP using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 - 6% of mix and filler, 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 (VG-30) as directed by Engineer. |
| 110 | With 60/70 Bitumen @ 122.5 kg/cum |
| 111 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 112 | Repair ofconcrete crash barrier with cement concrete by cutting & trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly , applying cement concrete after erection of proper form work. |
| 113 | Providing and fixing 80mm NB GI pipe rail on crash barrier complete with fixtures as per drawings and Technical Specifications clause 2703.2 & 1900 |
| 114 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm,complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation.)as per Clause 2607& as directed by Engineer. |
| 115 | Repair of drainage spouts as per Technical Specification Clause 2705 and as directed by the Engineer. |
| 116 | Fabricating and Fixing Passenger Shelter at Bus Bays including foundations, Ramp & urinals ALL Civil works as per Drawing & as directed by Engineer. |
| 117 | ENVIRONMENTAL COST |
| 118 | Air quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Construction Stage) |
| 119 | Air quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Operation Stage) |
| 120 | Water quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Construction Stage) |
| 121 | Water quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Operation Stage) |
| 122 | Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Construction Stage) |
| 123 | Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Operation Stage) |
| 124 | Soil quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Construction Stage) |
| 125 | Soil quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Operation Stage) |
| 126 | Provision for Installation/ upgrade of one noise barrier at2+500 in front of Serenity School, if the alignment remains same |
| 127 | Conducting Swachhata Pakhwada, EHS awareness program and Training etc |
| 128 | Traffic Safety (Sign Boards, Delineators, Barricades, Cautionary tape etc.) |
| 129 | Fire Safety,Workers Safety (PPEs), Electrical Safety, Health Safety (First Aid Facility) etc |
| 130 | Miscellaneous/CER |
| 131 | UTILITY SHIFTING |
| 132 | Utility Existing LT Line pole Shifting (Including Crossing) |
| 133 | ROUTINE MAINTANANCE |
| 134 | 1st Year |
| 135 | 2nd Year |
