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| 1 | Road Work Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m. S.I No. 251 |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. for raising of emdbankment. |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 4 | Construction of sub-grade 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 |
| 5 | Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant of 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 in a compacted layer of 100mm functioning as drainage layer. |
| 6 | Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specified 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. |
| 7 | Wet Mix Macadam +1% OPC Cement+3.5% Emulsion (RAP/ETA) = Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement+3.50% Emulsion in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 8 | Providing and applying tack coat-II with bitumen VG-10 using bitumen pressure distributor @0.20Kg/sqm on the preparedsurface cleaned with mechanical broom. |
| 9 | Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof 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. 509 complete in all respects |
| 10 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and 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 continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 11 | 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. |
| 12 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 13 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 14 | Providing and laying of Hecto Meter Stone ( Mirzapur Stone ) of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of Hecto Meter Stone transpotation to site and all materials, labour T&P etc. required proper complete of work. |
| 15 | Providing and laying of KM Stone ( Mirzapur Stone) of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance to site and all materials, labour T&P etc. required proper complete of work |
| 16 | Providing and laying of 5Th KM Stone ( Mirzapur Stone) of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance to site and all materials, labour T&P etc. required proper complete of work |
| 17 | P/L of hot applied thermo plastic compound 2.5 mm thick including reflecto rising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass breads as per IRC 35.The finished surface to be level uniform & free from streaks and hole. in edges and center line. |
| 18 | Road Furniture-Reflective Caution Boards -Providing and erecting direction and place indentification retro reflectise signs as per IRC 67 made of high intensity grade sheeting fixed over aluminum sheeting 2 mm thick supported on a mild steel single angle iorn post 75X75X6 fixed to the ground complete as specfied . |
| 19 | Supply & fixing of reflactive delinator post made of 85x45x3mm dia squire pipe of 1200mm. longduly pinted with black strong point reflective tape with in 3 lairs of size 40x450mm on all four side arround the pipe. including all taxes. |
| 20 | Supply and errection of builtup cantilever structure comprising of one vertical post of 6 mtr height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top &bottom for bearing of horizental frame comprisingof 40 mm NB made hevy class main pipe as of 25 mm medium class NB pipe bracing as per approved design drwaing with one coat of steel primer and two coat sinthethic enamel paint complete the work includes construction ofRCC foundation of size 0.75 X0.75 X 1.20 mtr. deep for builtup overhead structure including E/w in exvation 10 mm thick lean concreat in 1:4:8 & R.C.C. with 1:2:4 cement , Coarse sand , 20 mm stone grit . including supply grouting of 25mm dia foundation bolt (600 mm long) as provision for structure including cost of reinforcement and suttering etc. complete |
| 21 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8m high, 1.1m 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 on the vertical post with a spacer of channel section 15x75x5mm long complete as per clause 810 |
| 22 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Chevron) |
| 23 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (StopandT junction) |
| 24 | Thermoplastic Repeted Bar marking is a softer treatment to reduce the speed. One set of bar marking (refer TM 08) comprises of 6 bars of 300 mm wide. Each strip of thermoplastic strip shall be of 5 mm high and shall be set applied across the full width of the carriageway. |
| 25 | Culvert Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge with in a distance of 60 mt. (200 feet). SI no 692 |
| 26 | 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 MORT&H Specification no. 304 (12.1). |
| 27 | Plain/Reinforced Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8ACase-II |
| 28 | Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8GCase - II |
| 29 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.42 |
| 30 | Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05 |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.06 |
| 32 | Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C Case II |
| 33 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MORT&H Specification no. 14.2 |
| 34 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 35 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702. As per MORT&H Specification no. 14.4 |
| 36 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC 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 MORT&H Specification no. 13.8 |
| 37 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9 |
| 38 | Drainage Spouts complete as per drawing and Technical specification |
| 39 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 40 | 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 810 |
| 41 | Construction of embankment with approved material obtained form borrow pits with a lift upto 1.5 m transporting to stite spreading, grading to required slope and compactingmeet requirement ofTables 300.1 and 300.2 with a lead upto 1000 m as Technical Specification Clause 301.5 |
| 42 | Supply of 600 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc. |
| 43 | Widening RCC Culvert Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.5m lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the engineer I/C within a lead of 30m. as per S.I. No.-251 |
| 44 | Providing and laying cement concrete 1:4:8(1 cement : 4 fine sand : 8 graded brick aggregate 40mm nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.. as per S.I. No.-275 |
| 45 | Class-150 brick work with 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials labour and T&P etc. required for proper completion of the work. as per S.I. No.-307 |
| 46 | R.C.C. work with cement approved coarse sand and 20mm gauge stone grit in the proportion 1:1:5:3 for slabs excluding supply of reinforcement and its binding but its fixingand bindingthe same with 24BWGGI binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, Binding wire cost being included in the item as per SI No. 283(b) |
| 47 | Supplying, fitting and placing HYSD bar reinforcement in supper Structure complete as per drawing and technical specifications |
| 48 | Struck pointing in 1:2 Cement & fine sand mortar on brick work including supply of all materials, labour and T&P etc. required for proper cmpletion of the work. as per S.I.No.574 |
| 49 | Providing and laying cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded brick aggregate 20mm nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete,as per S.I.No.-279(b) |
| 50 | Filling braickbats as filler material betwe3en roadcrust and abutment |
| 51 | Providing and laying of weephole in brick massonary in abutment with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20H toward drawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200) |
| 52 | Colour washing |
| 53 | Providingpainting of culvert no Plate 30x30ccm of standard size with two coats of approved synthetic enamel paint and as per PWD maintenance manual including cost of all materials, labour T&P etc. complete. |
| 54 | HP900mm C/o hume pipe culvert Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m. (5fts.) and lead upto 30m. (100fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches. As per SI No. 251 |
| 55 | Providing and laying Cement concrete 1:4:8 (1 cement : 4 fine sand: 8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T & P etc.required for proper completionof the workand curing complete, also including cost of formwork in foundation and floors. as per SI No. 281 |
| 56 | Providing and laying dry brick ballast (O.B.B.) under and half round of the pipe including cost of all materials T&P etc complete. |
| 57 | First Class brick work in 1 : 4 cement and course sand in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. As per SI no 305(b) |
| 58 | Supply & laying of 1000mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 59 | Stuck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574. |
| 60 | Colour washing one coat, using approved colouring materials of buff, blue, grey or brown shade, including supply of all materials, labour and T&P etc. required for proper completion of the work. (Two Coat) |
| 61 | For U Drain Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m. S.I No. 251 |
| 62 | Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 63 | R.C.C. work with cement approved coarse sand and 2 cm. (3/4\") gauge approved stone ballast in the proportion of 1:2:4, in lintels of doors and windowsexcluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shutteringe etc. and also including supply of all materials, labour and T&P etc.required for proper completionof the work. Binding wire cost being included in the item. |
| 64 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. |
