JANPAD VARANASI NIRMAN KHAND 1 KI VIDHANSABHA SEVAPURI KE ANTARGAT GYANPUR MUKHYA NAHER KI PATRI MARG KE CHAINAGE 0000 KM SE 12750 meter TAK CHAURIKARAN AWAM SUDRIDHIKARAN KA KARYA LENGTH 1275 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)

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.Grad-1(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 20 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 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 higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 Percent 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.(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)

For Drain--- 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)

For Drain--- Plain cement concrete 1:3:6 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.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

For Drain--- RCC Grade M20 using batching plant transit mixer & Concrete pump(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

For Drain--- Supplying, Fitting and Placing un-coated HYSD bar Reinforcement 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)

For Culvert---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)

For Culvert---Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

For Culvert---Plain cement concrete 1:3:6 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. (as per MoRT&H Specification No. 2100 )(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 1:3 in sub-structure 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)

For Culvert---Supply & Laying in the Hume pipe with collars in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a) 350 mm dia (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Finishing walls with Two coat of water proof cement pain of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials labour tools and plants etc. required for proper completion of the work.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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

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)

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 fifth Kilometer Stone (Precast)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding 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 Ordinary Kilometer Stone (Precast)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding 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 Hectometer Stone (precast)(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 labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Aaylonante) or HIPS (high-lmoact Polystyrene) or Acrytonithte Butadien Styrene (ABS) or Any other suitable matenal approved by the Engineer. The Marker shall support a load of 13.635 kg tested in accordance with ASTM 04280.The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entnng the lens face Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent The slop or retro-reflecting surface shall preferably be 35+/-0 5degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height she: not be less than 10 mm and shall not exceed 20 mm 8 Width shall not exceed 130 mm The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name trade or other means of identification of the manufacture epoxy installations. excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer In addition . a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who Games out the work of fixing of reflective road markers In case the markers are displaced damaged get worn out or lose their reflectivity compared to stipulated standards . the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer . at his own cost The rate shall ,nclude an materials. labour. T&P, transportation, installation and incidentals all complete as per direction of the Engineer-In-Charge .RPM(without shank)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectonsed cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV 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 M 15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested fcr coefficient of retro reflection. daytime Colour and luminance, shrinkage. flexibility, liner removal. adhesion. impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from IInternationarGovemment Laboratory/ Institute by the manufacturer o' the sheeting and in case the 'certificate is obtained from international condition. it should also be obtained from Indian condition within years of launching of product by the manufacture in abroad Alternatively, a certificate conforming to 'ASTM Specification (D 4956,09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally In such a situation, the Employer / Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 Legends letters , numerals and borders etc should be as per MoRTH specification No-801 3 7 Proof of the same in form of government report shall be uploaded while quoting tender (Traffic Signs- Single Chevron (Normal))(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectonsed cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV 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 M 15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested fcr coefficient of retro reflection. daytime Colour and luminance, shrinkage. flexibility, liner removal. adhesion. impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from IInternationarGovemment Laboratory/ Institute by the manufacturer o' the sheeting and in case the 'certificate is obtained from international condition. it should also be obtained from Indian condition within years of launching of product by the manufacture in abroad Alternatively, a certificate conforming to 'ASTM Specification (D 4956,09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally In such a situation, the Employer / Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 Legends letters , numerals and borders etc should be as per MoRTH specification No-801 3 7 Proof of the same in form of government report shall be uploaded while quoting tender . 90cm high Octangon (On Village link roads- for Stop Sign Caution Board)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectonsed cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV 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 M 15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested fcr coefficient of retro reflection. daytime Colour and luminance, shrinkage. flexibility, liner removal. adhesion. impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from IInternationarGovemment Laboratory/ Institute by the manufacturer o' the sheeting and in case the 'certificate is obtained from international condition. it should also be obtained from Indian condition within years of launching of product by the manufacture in abroad Alternatively, a certificate conforming to 'ASTM Specification (D 4956,09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally In such a situation, the Employer / Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 Legends letters , numerals and borders etc should be as per MoRTH specification No-801 3 7 Proof of the same in form of government report shall be uploaded while quoting tender .. (Place Indication sign board)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectonsed cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV 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 M 15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested fcr coefficient of retro reflection. daytime Colour and luminance, shrinkage. flexibility, liner removal. adhesion. impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from IInternationarGovemment Laboratory/ Institute by the manufacturer o' the sheeting and in case the 'certificate is obtained from international condition. it should also be obtained from Indian condition within years of launching of product by the manufacture in abroad Alternatively, a certificate conforming to 'ASTM Specification (D 4956,09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally In such a situation, the Employer / Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 Legends letters , numerals and borders etc should be as per MoRTH specification No-801 3 7 Proof of the same in form of government report shall be uploaded while quoting tender .. (On Village link roads- for T Junction sign board)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectonsed cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV 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 M 15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested fcr coefficient of retro reflection. daytime Colour and luminance, shrinkage. flexibility, liner removal. adhesion. impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from IInternationarGovemment Laboratory/ Institute by the manufacturer o' the sheeting and in case the 'certificate is obtained from international condition. it should also be obtained from Indian condition within years of launching of product by the manufacture in abroad Alternatively, a certificate conforming to 'ASTM Specification (D 4956,09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally In such a situation, the Employer / Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 Legends letters , numerals and borders etc should be as per MoRTH specification No-801 3 7 Proof of the same in form of government report shall be uploaded while quoting tender . Aminities Board (PetrolPump/Police Stn./Hospital)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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

Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectonsed cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV 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 M 15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested fcr coefficient of retro reflection. daytime Colour and luminance, shrinkage. flexibility, liner removal. adhesion. impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from IInternationarGovemment Laboratory/ Institute by the manufacturer o' the sheeting and in case the 'certificate is obtained from international condition. it should also be obtained from Indian condition within years of launching of product by the manufacture in abroad Alternatively, a certificate conforming to 'ASTM Specification (D 4956,09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally In such a situation, the Employer / Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 Legends letters , numerals and borders etc should be as per MoRTH specification No-801 3 7 Proof of the same in form of government report shall be uploaded while quoting tender . (90Cm equilateral trangle with diffinitation plate seize 20x60cm). (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST). (On Village link roads- for T Junction sign board)

Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.. For rumble strip on village road(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. For rumble strip on village road(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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

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