JANPAD VARANASI ME RAMNA NAROOTAMPUR MARG KA CHAUDIKARAN AWAM SUDRIDHIKARAN KA KARYA (ODR 3.75 TO 5.50 METER)

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of Embankment with Material Deposited from Roadway Cutting: 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

GSB Work for widening of road- Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 per cent by weight of total 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 b complete in all respects. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 surface cleaned with mechanical broom.. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Bituminous Concrete Grade II:- Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 per cent 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 MoRT&H specifications Clause 509 complete in all respects. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of Subgrade and Earthen Shoulders 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 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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 abatching 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and Laying of Rubber moulded Interlocking (Red Colour) Concrete Block Pavements having thickness 80mm including leveling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bed, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and Laying of Rubber moulded Interlocking (Grey Colour) Concrete Block Pavements having thickness 80mm including leveling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bed, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I . (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:3:6 including supply of all materials labour and tools and plants etc. required for proper completion for the work. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Struck pointing with cement mortar consisting 1 part cement and 2 parts of sand of 1.25 fineness modulus including supply of all materials labour and T&P etc. required for proper completion of the work. As per SOR 574 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Plain/Reinforced cement concrete RCC-M-20 in super-structure complete as per drawing and Technical Specifications 1500, 1700 & 2200. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

12mm thick plaster with cement mortar consisting of 1 part cement and 3 part of approved coarse sand. Minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper completion of the work. A sper SOR 583(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Supply of 900 mm dia NP-3 Hume Pipe including cartage upto site laoding, unloading and all Taxes etc. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 m as per direction of E/I.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

PCC Grade M-20 in open Foundation complete as per drawing and Technical specifications. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Furnishing and Placing M-25 RCC in super-structure as per drawing and technical specification. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Supply fitting and placing HYSD Bar reinforcement in super structure complete as per drawing and technical specifications.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and laying of sand including cost of material, labour, water charges and T&P etc. required for proper completion of work as per S.I. No. 255(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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. Complete as per MORTH spacification NO. 803. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

S/F of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all taxes.(without shank)

Traffic Signs- Single Chevron (Normal) Providing and fixing of retro-reflectorised cautionary mandatory and informatory signe as per IRC 67 mod of high inlensity grade sheeting vide clause 801.3 fixed cover aluminium shifting 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm fimly fixed to the ground by means of properly dsigned foundation with M-15 grade cement cone 45cm x45 cm x60 cm, 60 cm below ground level as per approved drawing

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. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) 90cm high Octangon (On Village link roads- for Stop Sign Caution Board)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST). (Place Indication sign board)

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. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. 90Cm equilateral trangle with diffinitation plate seize 20x60cm. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST). (On Village link roads- for T Junction sign board)

Thermoplastic Transverse Bar (Repeated Bar)- P/L hot applied thermoplastic compund 5 mm thick, 300 wide and 600mm gape including reflectionsing glass beads @ 500gms per sqm area, thickness of 5mm is exclusive of suraface applied glass beads as per IRC:35 the finished surface to be level, uniform and free from streak and holes. (Transverse Bar/ Repeated Bar). (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Reinforced cement concrete M15 grade Hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

6M Span over head Cantilever Structure with 300 dia M S one vertical post Supply fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 PA height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom The horizontal Truss shall comprise of 50 mm Oa heavy class M S pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1 50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1'3 6 cement coarse sand and 40 mm gauge stone ballast RCC wilhand 1.2.4 cement coarse 'sand and 20 mm stone grit including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 complete in all respect The Rates shall include cost of design fabrication. supply. transportation. Local shifting Erection of Signage structure using crane. inclusive of all taxes etc all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-chargee.

Retro Reflective Signs (Type -IV Sheet). for single side Providing and fixing retro•reflective signboards comprising of customises' modular PU Epoxy Coated MS angle iron frame work. almunium composite panel (ACP) as base board, micro prismatic retro•reflective sheet and etectro cut coloured overlay film/ latex printing The horizontal and vertical members including inclined outer members Of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one Sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5mm (hick skin of aluminium on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm Ma spaced not more than 300mm centre to centre ensunng that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM. D 4956.09 shall be pressure fixed.The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012.

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 level as per approved drawing. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) 30x90cm (Left/Right) Object Hazard (For Culvert and Bridges)

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