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| 1 | Pruning of trees leaning on road/structures using sawing machine or manually with controlled landing of the same using ropes, pullies etc. by ensuring traffic regulation, safety of moving vehicles, commuters, labourers, structures along roadside, utility lines etc. and further chopping the cut branches on ground into required size of log etc with necessary cutting tools, plants & machinery. The serviceable & unserviceable material to be stacked separately within a lead of 1000m. All works shall be carried out as per direction of Engineer In charge. |
| 2 | Girth of tree from 300mm to 600mm |
| 3 | Girth of tree from 600mm to 900mm |
| 4 | Girth of tree from 900mm to 1800mm |
| 5 | Cutting of prunned tree including removal of stumps, roots and levelling of ground with necessary cutting tools, plants & machinery & further chopping the cut tree on ground into pieces of required size of log etc by ensuring safety of labourers, commuters, utility lines etc. The serviceable & unserviceable material to be stacked separately within a lead of 1000m. All works shall be carried out as per direction of Engineer - incharge. |
| 6 | Girth of tree from 300mm to 600mm |
| 7 | Girth of tree from 600mm to 900mm |
| 8 | Girth of tree from 900mm to 1800mm |
| 9 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)(A) By tipper truck including loading, unloading and stacking |
| 10 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)(i) Ordinary soil(A) Manual Means (Depth upto 3 m) |
| 11 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete |
| 12 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) PCC Grade M15 |
| 13 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (E) RCC Grade M25(Case II) With Batching Plant, Transit Mixer and Concrete Pump |
| 14 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (B) PCC Grade M20 |
| 15 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 16 | Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with Staticroller to meet requirement of Table 300-2 as per MORTH specification 305 |
| 17 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) |
| 18 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia ACpipe, extendingthroughthe full widthofthe structurewithslopeof1V:20Htowardsdrawingfoce. Complete as per drawing and Technical specifications |
| 19 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (A)Granular material |
| 20 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirementslaiddowninclause2504.2.2.ofMoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wallandprovidedovertheentiresurfacebehind abutment,wingwallandreturnwalltothefullheight compactedtoafirmconditioncompleteasperdrawing and technical specification. |
| 21 | Dry stone pitching 22.5 cms thick using laterite stone of approved quality including supplying of stone and preparing surface etc. complete. |
| 22 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 23 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform 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) for grading- IIMaterial |
| 24 | Wet Mix Macadam (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) |
| 25 | Prime coat (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.) |
| 26 | DenseGradedBituminousMacadam(Providingand layingdensebituminousmacadamwith100-120TPH batchtypeHMPproducinganaverageoutputof75 tonnesperhourusingcrushedaggregatesofspecified grading, premixed with bituminous binder VG40 @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hotmixtoworksite,layingwithahydrostaticpaver finisher with sensor control to therequiredgrade,level andalignment,rollingwithsmoothwheeled,vibratory and tandem rollers to achieve the desired compaction as perMoRTHspecificationclauseNo.505completeinall respects.) incluing providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. for GradingII(19 mm nominal size) |
| 27 | Bituminous Concrete (Providing and laying bituminous concretewith100-120TPHbatchtypehotmixplant producing an average output of 75 tonnes per hour using crushedaggregatesofspecifiedgrading,premixedwith bituminousbinderVG40 @5.4to5.6%ofmixandfiller, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled,vibratoryandtandemrollerstoachievethe desiredcompactionasperMORTHspecificationclause No. 507 complete in all respects) incluing providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 28 | 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.) |
| 29 | 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 mortar, all as per BS 873 part 4:1973) |
| 30 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \"C\" type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm 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)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (iii) 60 cm circular |
| 31 | Cautionary/Mandatory/Facility Information Sign Board with SS StructureProviding & fixing of cautionary sign board of Cautionary/Mandatory/Facility Information sign board made out of retro reflective sheeting conforming to Type XI standards of ASTM D4956-09 & as per IRC-67: 2012 specifications, fully covered over 4mm thick ACP/2mm thick Al supported with back support frame of 25x25x3 mm stainless steel angle of 304 grade. Board Shall be fixed to a vertical post of 80mm dia stainless steel pipe of 3.6 mtr height and firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm etc, 60 cm below ground level. 10 years warranty & a certified copy of three years outdoor exposure reportfrom an independent lab as per IRC 67-2012 for Type XI retro reflective sheeting shall be submitted by the contractor.(g) 600mm x 500mm Rectangle - Chevron Sign |
| 32 | Providing and erecting a \"W\" metal beam crash barrier \providing and erecting \"W\" BeamCrash barrier comprising of following three factory made unites-viz. 1) W Beam 2) Spacer Block 3) Vertical Post. The\"W\" beam 3mm thick cold roll formed guard rail raw material Conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 150mm* 75mm & 5mm thick, 33cm height spaced 2meter centre to centre, fixed to Vertical Post C-channel of size 150mm*75mm&5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa, with 70cms free height above road or Ground level, and embedded to 110cms deep in cement concrete block of size 35cm*35*115cm or as directed by Engineer Incharge, assembled & fixed as per drawings of MORTH&H Circular No.RW/NH/33022/1/94-DO/III, dated 24/6/1994 & construction operation as per 811 or revevant MORT&H specifications for Roads & Bridge Works (latest edition). All fittings (bolts, nuts, fasteners, washers etc.) shall be conforming to IS:1367 & IS:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS specifications all etc. complete |
| 33 | Providing & erection of 30 waltssolar panel (12VDC) Amber (Orange) colour Polycarbonate lamp (300 mm dia) Blinkers of 24 hrs. backup including full set of solar pannel, battery, wiring, etc., excavation & concreting in M15 grade, 3\" steel pipe with yellow paint for erection support as per the direction of engineer - in - charge in all respects. |
| 34 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \"C\" type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqmsupported 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)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. |
| 35 | 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) (i)Lime /Cement Concrete (I) By Manual Means (B) Cement Concrete Grade M-15 & M-20 |
| 36 | Solar Raised Pavement Marker. Supply and fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C.Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. Pre Qualification warranty for2 years for the Solar Raised Pavement Marker from manufacturer shall be submitted by the contractor along with the tender for technical qualification in the tender and the contractor shall also submit test reports from government laboratory/independent laboratory for Compressive Strength and Prevention of Dust & Water for technical qualification in the tender. |
| 37 | Providing and fixing of Convex Mirror |
| 38 | White washing with lime on new work ( three or more coats) to give an even shade. |
| 39 | Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE)material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873) |
| 40 | Drum Delineator in Construction Zone (Provision of metal drum/empty bitumen drum delineator,300 mm in diameter,800 mm high,filled with earth for stability,painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia,all as per IRC:SP:55-2001) |
| 41 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.) |
| 42 | Planting of Trees and their Maintenance for one Year(Planting of trees by the road side (Avenue trees) in 0.60 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge mannure,planting the saplings,backfilling the trench,watering,fixing the tree guard and maintaining the plants for one year) |
| 43 | Tree Guard with MS Angle Iron and Steel Wire (Providing and fixing tree guard 0.60 metre square,2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm,MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together) |
| 44 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \"C\" type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm 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)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. 90 cm equilateral triangle |
