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| 1 | Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metreand spreading for embankment or stacking as directed. |
| 2 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metreand spreading for embankment or stacking as directed. |
| 3 | Excavation for catch/ side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. |
| 4 | Excavation for catch/ side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. |
| 5 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete (Material obtained from Other sources). |
| 6 | Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre, not less than 97 percent of standard proctor density after laying them in layers of 20centimetre to 30 centimetre with vibratory roller. |
| 7 | Construction of granular sub-base byPlant Mix Method by providing close graded Material,mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material. |
| 8 | Providing and laying cement concrete pipe ofIndian Standard458:2003 non pressure-2 classof 450 milimetrediameterin proper line, level and slope including providingandfixing collars in cement mortar 1:2 complete. |
| 9 | Providingandconstructing Brick Masonry Inspection Chamber 90 centimetre x 45 centimetre x 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round GlazedStone Ware pipes, Brick Masonry, plastering from inside andwith frame fixed in cement concrete with Reinforced Cement Concrete cover medium duty 140 kilogram with frame etc. complete. |
| 10 | Providing and laying cement concrete pipe ofIndian Standard458:2003 non pressure-2 classof 600 milimetrediameterin proper line, level and slope including providingandfixing collars in cement mortar 1:2 complete. |
| 11 | Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse andfine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand)conforming to IS: 383, the size of coarse aggregate not exceeding 25milimetre, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/ by suitable means as approved byEngineer-in-charge, compacting withvibratory roller, finishing and curing including preparation of sub-grade surface if required etc. complete. |
| 12 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement including all materials and labour complete. |
| 13 | Providing and laying in-situM-40 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement, coarse andfine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand)conforming to IS 383, usingfine andcoarseaggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curingcompound/by providing cement vata in cement Mortar 1:8of0.6 metre x 0.6 metre centre to centre, admeasuring 80milimetreat bottom and 40milimetreat top withdepth of 75milimetreand maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge. |
| 14 | Providing and fixing in position TMT FE-500,32 milimetre diameter dowel bars precoated with anticorrosive epoxy paint 60 centimetre long and at 30.00 centimetre center to center wherever directedincluding handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 15 | Providing and fixing in position TMT FE-500, tie bars precoated with anticorrosive epoxy paint of 12 milimetre diameter 70 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of HYSD chairs with proper alignment etc. complete. |
| 16 | Cutting transverse contraction joints 3 to 4 milimetre wide and depth 60 milimetre in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay /slab etc. complete including subsequent widening of the groove 8 to 10 milimetre wide at top having depth of 15 milimetre as directed by Engineer incharge. |
| 17 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS:5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approximately25% larger than the initial 3 milimetre to 4 milimetre joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/ air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 milimetre deep x 8 milimetre wide) |
| 18 | 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.Laying By Grader/Paver. |
| 19 | 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 kilogram/Square Metre using mechanical means. |
| 20 | Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen with sprayer onGranular surface with primerat 2.75 kilogramper 10 Square Metre using VG-30 grade bulk bitumen. |
| 21 | Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumenset footed in bitumen boiler on Black Top surface at 2.50 Kilogram per 10 Square Metre using VG-30 grade bulk bitumen. |
| 22 | Providing and laying Dense Bituminious Macadam using crushed aggregate ofof grading 1, premixed with bituminious binder of dose 4.50 percent by weight of total mix and filler, transported at site with Vehicle Tracking System, laidover a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 76/100milimetrecompacted thickness withDrum Mixtype hot mix plant withSuperwisery Control and Data Acquisition, having complying essential features of hot mix plant as per IRC-27:2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system andProgrammable Logic Controllerfor Drum Mix plant, Sensor Paver and Vibratory Roller excluding prime/Tack coatcomplete with Bitumen VG-30 gradewith stone dust filler. |
| 23 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) including WASTE PLASTIC to be used in bituminous treatment as per IRC SP-098-2013 at the rate of 8 % by weight of Bitumen |
| 24 | Supplying hard murum at the road site including conveying and stacking complete. |
| 25 | Spreading the hard murumforside width complete. |
| 26 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering complete. |
| 27 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.5 metre)by Mechanical Means.. |
| 28 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete.(Lift from 1.5 metre)by Mechanical Means.. |
| 29 | Providing and laying in situ / ready mix cement concrete of Mix-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)), withOrdinary Concrete Mixer.(VSI sand finely washed etc.) |
| 30 | Providing and laying cement concrete pipe ofIndian Standard458:2003 non pressure-3 classof1200 milimetrediameterin proper line, level and slope including providingandfixing collars in cement mortar 1:2 complete. |
| 31 | Providing cast in situ / ready mix M-15 grade cement concrete for head walls of Cross Drainage work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. With fine agreegates of required specifications (VSI sand finely washed etc.),cement 6.00 bags/cum). |
| 32 | Providing selected hard murum filling including laying in layers of 15 centimetre to 20 centimetre, watering and compacting complete. |
| 33 | Providing and laying in situ / ready mix / ready mixMix-10 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting,curing etc. complete, with ordinary concrete mixer, with V.S.I. Sand. |
| 34 | Providing and laying in situ/ Ready Mixcement concrete Mix-20of trap/ granite/quartzite/ gneissmetal for Reinforced Cement Concrete workin foundations like raft, strip foundations, grillage andfootings of Reinforced Cement Concrete columns and steel stanchions etc. including bailing out water, formwork, laying/ pumpingcover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based Programmable Logic ControllerwithSuperwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). |
| 35 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetre thick in M-40 grade of approved size and shape for city streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand /crushed sand of 50 milimetre thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 36 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 37 | Providing and fixing stream linedMix-20 grade reinforced cement concrete Guard Stone of including mild steel bar reinforcement etc. complete. |
| 38 | Providing and fixing Mandatory/Regulatory sign boards in cIndian Road Congressular shape of 600milimetre diameter made out of 1.5 milimetre aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with grey stove enamel paint and supported on one numberofmild steel angle iron post of size65milimetre x 65milimetre x 6milimetre, 3.45 metrelong,duly paintedwithwith flat oil paint having alternate black and white bands of 25centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60centimetre x 60centimetre x 75centimetre including transportation etc. complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. |
| 39 | Providing and fixing of retro-reflectorised informatory sign board Rectangular/ Squarein shape having area less than 0.9 square metremade out of 2 milimetre aluminum sheet bonded with white retro reflective sheeting bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/ heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012, table number 8.3, supportedwith back support frame 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with two coats of grey stove enamel paint and supported on one number of Mild Steel angle iron post of size75 milimetre x 75 milimetre x 6 milimetre, 3.5 metre long, firmly fixed to the ground by means of properly designed foundation with Mix-25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/ convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/ supplier. |
| 40 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600milimetremade out of 1.5 milimetre aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with grey stove enamel paint and supported on one numberofmild steel angle iron post of size65milimetre x 65milimetre x 6milimetre, 3.45 metrelong,duly paintedwithwith flat oil paint having alternate black and white bands of 25centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including transportation etc. complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. |
| 41 | Removing Np-2 and Np-3 class pipes including stacking at roadside as directed by the Engineer in charge Upto 900milimetre diameter. |
| 42 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts complete. |
| 43 | Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts complete. |
| 44 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete by Mechanical Means. |
| 45 | Dewatering on Brake Horse Power basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 Brake Horse Power pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 46 | Providing and laying plain cement concrete Mix-15 grade leveling course below approach slab complete as per drawing and Technical specification, with fully automatic micro processor basedProgrammable Logic ControllerwithSuperwisery Control and Data Acquisition enabled reversible drum type mixer/ concrete batch mix plant (pan mixer)as per drawings and Technical specifications etc. complete (VSI sand finely washed etc.) |
| 47 | Providing and laying in situ/ ready mix controlled grade of Mix-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cut off walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete, with fully automatic micro processor based Programmable Logic ControllerwithSuperwisery Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)with fine aggregates of required specifications (V.S.I. Sand finely washed etc.) excluding reinforcement. |
| 48 | Providing and laying in situ/ ready mix Mix-30 controlled reinforced cement concrete of trap metal for raft slab including \"V\" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete, reinforced cement concrete Grade with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.withfine agreegates of required specifications (VSI sand finely washed etc.) |
| 49 | Providing and laying in situ /ready mixMix-30 cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu Reinforced Cement Concrete solidpiers, column etc . includingprovision ofV shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steelformwork, centering (excluding dewatering by means of pump) and including bailling out water and including cement mortar 1:3curing complete,(VSI Sand finely washed), for height upto 5 metre (With Concrete Mixer). |
| 50 | Providing and laying in situ/ ready mix Mix-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcementetc. complete, with fully automatic micro processor based Programmable Logic ControllerwithSuperwisery Control and Data Acquisition enabled concrete batch mix plant/ pan mixerandfine agreegates of required specifications (VSI sand finely washed etc.)i) Height up to 5 m, normal rate.ii) Depth 5 to 10 m, add 30 percent extra iii) Depth 10 to 15 m, add 40 percent extra iv) Depth 15 to 20 m, add 60 percent extra v) Depth 20 m and above, add 100 percent extra. |
| 51 | Providing, cutting, bending, hooking, tyingand laying in position Thermo Mechanically Treated FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etc. complete. |
| 52 | Providing and laying Cement concrete wearing coat M-30 grade with batch mix type/ concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete with fine aggregates of required specifications (VSI sand finely washed etc.) |
| 53 | Providing expansion joints with 25 milimetre thick bituminous pad as per detailed drawings etc. complete. |
| 54 | Providing and laying Weep Holes of 100 milimetre diameter Asbestos Cement / PolyVenylChloride pipes as per drawing for abutment returns, return walls etc. complete. |
| 55 | Providing 100 milimetre diameter Galvanised Iron water spouts as per detailed drawings in Reinforced Cement Concrete slab and wearing surface/ kerb etc. complete. |
| 56 | Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed withReinforced Cement Concrete Mix-30 Grade concrete with High Yield Strength Deformed Reinforcement conforming toIndian Road Congress:21 and dowel bars 25 milimetre diameter, 450 milimetre long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III, dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT & H 2013 Cl 811 Page No. 360. |
| 57 | 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 milimetre 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 specifications. |
| 58 | Back filling behind abutment, wing wall and return wall by Granular Material as per drawings and technical specifications etc. complete. |
| 59 | Providingand laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 60 | Providing flexible apron 100 centimetre thick comprising of loose stone boulders weighing not less than 40 kilogram beyond curtain wall complete. |
| 61 | Providing and filling Sand in Foundation Trenches as per DrawingandTechnical Specification |
| 62 | Prividing and fixing pressure relief pipes of 100 milimetre diametre of Asbestos Cement / PolyVenylChloride as per drawing for reinforced cement concrete Raft,Galaries, Returns, Abutments, Wing walls etc. complete. |
| 63 | SupplyingandFixing of Molded Shank Raised Pavement Markers/ Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular NumberRW/NH/33023/10-97 – DO III Dated 11-06-1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 square centimetre on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kgf. 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.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 64 | Providing and fixing N.H./ S.H. Route Marker size 60 centimetre x 45 centimetre with one number direction plate of size 30 centimetre x 25 centimetre prepared on 16 gauge Mild Steel sheet including painting with one coat of zinc cromate stoving primer and two coats each of white and green back ground and back side gray stove enamelled, bonded with cut out of red Retro reflective sheet Engineering grade, border/ letters/ numerals and arrow, coated with non pealable crystal clear protective transparent coat retaining percent reflection including one number ofMild Steel Angle iron post of size 50 x 50 x 5 milimetre of 3.65 metre long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 centimetre fixing board and post with 4 numbers of high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre x 60 centimetre x 75 centimetre size as directed by Engineer-in-charge etc. complete. |
| 65 | Providing and fixing Road Junction / Information sign board of size 1.20 m x 0.90 metre prepared on 16 gauge Mild Steel sheet with angle iron frame of size 35 x 35 x 5 milimetre with cross bracing of size 35 x 35 x 5 milimetre including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border/ letters/ numeral/ arrows, coated with non pealable crystal clear protective transperent coat retaining percent reflection includingtwo angle iron post of size 65 x 65x 6 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in whiteand black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with M-20 cement concrete of 60 centimetre x 60 centimetre x 75 centimetre size as directed by Engineer-in- charge etc. complete. |
