Widening and strengthening of Bithoor Saibsu road via Khereshwar Mandir Radhan Road (ODR) (By Hot Mix Plant)

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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. as per morth Specification SN3.06 and Morth Specification 301

Construction of embankment with approved material obtained from borrowpits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet required table 300.2 as per morth Specification SN3.16 and Morth Specification 305 (5 km Carted Earth)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads upto 8000m, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per morth Specification SN3.18 and Morth Specification 305 (5 km Carted Earth)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical specification clause 401. (Coarse graded material)as per morth Specification SN4.01 and Morth Specification 401(B)

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 achieved the desired density.as per morth Specification SN4.14 and Morth Specification 406(A)

Providing laying spreading to graded stone aggregate (WMM) after mixing of water at OMCin mechanical mix plant carriage of mixed material by tipper to site laying with 1% OPC and 3.5 % emulsion in uniform single layer on subbase / subgrade and compacting with road roller to achive desired density.

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. 504 complete in all respects.as per morth Specification SN5.04 and Morth Specification 505(B) (With Bitumen VG-30)

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.as per morth Specification SN5.02 and Morth Specification 503(A)

Providing and laying Bituminous Concrete. with 120TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 % 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 tandom roller to achieve the desired compaction as per MoRT&H Specification clause no 509 complete in all respects.as per morth Specification SN5.05 and Morth Specification 507(B) (With Bitumen VG-30)

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 as per morth Specification SN6.02 and Morth Specification 602

Providing & laying of 80 mm thick rubber moulded inter locking paver tiles incl. 30 mm thick fine sand cusion bed in proper slope & camber including all material, labour, T&P etc. required for proper completion of the work.as per morth Specification SNo-1500

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 morth Specification SN12.04 and Morth Specification 2100

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 morth Specification SN15.01 and Morth Specification 304.

PCC Grade M15 using batching plant & manual placing as per morth Specification SN15.11 and Morth Specification 1500,1700&2100

Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.as per morth Specification SN12.05 and Morth Specification 1300

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

Sand filling in foundation Trenches as per Drawing & technical specification as per morth Specification SN15.03 and Morth Specification 304

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 as per morth Specification SN3.06 and Morth Specification 301

Plain/Reinforced Cement Concrete (RCC Grade M25)in Open Foundation Complete as per Drawing and Technical Specifications.as per morth Specification 15.11 Case II

Providing and laying of Filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of M0RT&S Specifications to a thickness of not less than 600 mm with smaller sizes 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 complete as per drawing and Technical Specifications as per morth Specification SN15.24 and Morth Specification 710.1.4.of IRC:78 and 2504.2

Providing and laying boulders Apron on river bed for protection against scoure with stone boulders weighing not less than 40 kg each complete as per drawing and Technical Specifications. as per morth Specification SN16.01 and Morth Specification 2503

Providing and laying pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe of embankment complete as per drwaing and Technical Specifications. as per morth Specification SN16.04 and Morth Specification 2504

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification as per morth Specification SN 13.07 and Morth Specification 1600

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 1600

Providing weep holes in brick masonry/plain/ reinforced concrete abutment,wing wall with 100 mm dia AC 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 morth Specification SN15.14 and Morth Specification 2706 & 2200

Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. SN 9.04 and Morth Specification 2900

Pointing with Cement Mortar 1:3 on brick work in substructure as per Technical Specifications. as per morth Specification SN13.02 and Morth Specification 1300 & 2200

Providing, shifting and fixing of Hectometer stone as per IRC-8 including painting and letter writing etc as per direction of E/I (HM-Stone)

Providing, shifting and fixing of Kilometer stone as per IRC-8 including painting and letter writing etc as per direction of E/I (KM-Stone)

Providing, shifting and fixing of Fifth Kilometer stone as per IRC-8 including painting and letter writing etc as per direction of E/I (Fifth KM-Stone)

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.

Supply and fixing or raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acry1onilrile) or HIPS (High-lmoact Polystyrene) or Ac,yloniitrlle Butadien Styrene (ABS) or Any other su,table material approved by the Engineer. The Marker shall support a load or 13,635 kg tested In accordance with ASTM D4280.The Reflective panels shall cons,s1 of number of lenses containing single or dual prismatic cubes capable of providing total internal refiection of the light entring the lens face Lenses shall be mouled of methyl melhec,ylale conforming lo ASTM 0788 of equivalent. The slop or relro-renecting surface shall preferably be 35+/.5 degree lo baseand the area of each retro -renecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be fiat within 1.3 mm all road studs shall be legibly marked woth the name , trade or other means of identification of the manufacture. epoxy Installations, excess adhesive around the edge of themarker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shallbe Immediately removed. The contractor shall submit a two year warranty for satisfactory field performance Including stipulated retro-reflectance of the reflecting panel , lo 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 carries out lhe work of fixing of reflective road markers. In case the markers aredisplaced , damaged , get worn out or lose their reflectivlty compared to stipulated standards , the contractor would be required to replace all such markers wilhin t 5 days of the intimation from the Engineer , al his own cost The rate shall Include all materials, labour, T&P, transportation, lnstalla on and incidentals all complete as per direction of the Engineer-on-Charge.

Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of6.00 M 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 dia heavy class M.S. pipe and 40 mm d1a heavy M S pipe as bracing & 10 mm MS plate al bottom for fixing to vertical posl as per structure design & drawing with one of steel primer and two coals of synthetic enamel plant. The work Includes construction of RCC Foundation or size 0.90x0.90x1.50 m or required depth as per site condition for built up structure Including Earth work In excavation 100 mm thick Lean Conc,ete In 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC • M25 grade conc,ete Including supply and fixing or 25 mm dia Foundation Bolts 600 mm long as per provision or structure design including cost or reinforcement & shuttering. The lateral vertical clearances and complete lnstallation work shall be as per relevant clauses of MORT&H specification secllon 800 and IRC 67-2012 complete in all respect The Rales shall Include cost of design fabrlcaUon, supply, transportation, Local shifting Erection of Signage structure using c,ane, Inclusive of all taxes etc. all T&P machine, material and labour required for proper completlon of work as per direction of Engineer-In-charge.

Providing & fixing or reflective signs wilh a corrosion resistant 4 mm thick with 0.4 10 0.5 mm bolh side aluminium skin aluminium composite panel face lo be fully covered with High Intensity prismallc sheeting lype IV as per IRC-67:2012 re1ro reflective sheellng with back frame MS angle of 35x35x5 mm. Legends , letters , numerals and borders elc should be as per MoRTH specification No.801.3.7 .The sheeling shall have a pressure. sensitive adhesive of the aggressive. lack type requiring no heal , solvent other preparalion for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on lhe Back frame MS Angle with riveting Micro prismatic type IV Relro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be Jested for a certir1ca1e of having the sheeting tested for coefficient of retro renection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, Impact resistance, specular gloss and fungus resistance, 3 years ou1door wealhering and Its having passed these lesls shan be obtained rrom lnlemalionaVGovernmenl Laboratory/ Institute by the manufacturer or the sheeting and In case the certmca1e is obtained from international condition, ii should also be obtained from Indian condition within 3 years of launching of product by the manufacture In abroad. Alternatively, a certificate conforming lo ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, lhe Employer/Client, ii so desires, could seek for a performance guarantee which would be released after receipt of certificate meellng lhe requiremenl of three years outdoor wealherlng of lhe sheeting as per IRC 67:2012 & Proor of lhe same Report shall be uploaded which quoting tender. The rate shall Include all ma erials, labour, T&P, transportation, tnstallation and Incidentals all complete as per direcilon of the Engineer.In-Charge.

Supply & Fixing of M S Deilneator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 mic,on for protection against corrosion The surface should be concealed so lhal there shOuld not be any exposed surface without powder coating, Altemallvely, these metal guide poles can be concealed with thermoplastic body. The posts shall have Ian ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM 04g55 which would ensure lo obtainl clear visibility of the road alignment during night time The Retro reflective sheellng shall be tested for A certificate of having the sheeting tested for 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 lrom lnlemational/Govemment Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international cond1lion, it should also be obtained from Indian condilion within 3 years of launching of product by the manufacture in abroad. Allematively, a certificate conforming to ASTM Specification (D4956-09) 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 sheellng as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting lender. The rate shall include all materials, labour, T&P. transportat,on, Installation and Incidentals all complele as per direction of the Engineer-In-Charge.

providing and fixing of retro-reflectorised cautionary, manda1ory and lnforma1ory sign as per IRC :67-2012 made of high intensity grade sheeting lype-lV vide clause 801.3, fixed over aluminium sheeting 1 5mm thick supported on a mild sleel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means or propMy designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing. The Retro reflective sheeting shall be tesled ror a certificate of having the sheeting tested ror 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 lntemalionaVGovemmenl Laboratory/ Institute by the manufacturer of the sheeting and In case thecertificate Is obtained from lntemalional condition, it should also be obtained from Indian condition within 3 years or launching of product by the manufacture In abroad. Alternatively, a certifica1e conforming to ASTM Specification (D 4956-09) on artmcial accelerated weathering requirements from a repu1edlaboratory In India can be accepted provisionally. In sueh a situation. lhe Employer/ Client, if so desires. could seek for a performance guarantee wh1Ch would be released after receipt or cert,ficale meehng therequirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH speClfication o-801,3 7 Proof of the same in form of government report shall be uploaded while quot,ng tenderI) 90 cm equilateral tnngle with diffinltalion plate size (20cm X 60cm) Cautionary Warning Signs

providing and fixing of retro-reflectorised cautionary, manda1ory and lnforma1ory sign as per IRC :67-2012 made of high intensity grade sheeting lype-lV vide clause 801.3, fixed over aluminium sheeting 1 5mm thick supported on a mild sleel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means or propMy designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing. The Retro reflective sheeting shall be tesled ror a certificate of having the sheeting tested ror 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 lntemalionaVGovemmenl Laboratory/ Institute by the manufacturer of the sheeting and In case thecertificate Is obtained from lntemalional condition, it should also be obtained from Indian condition within 3 years or launching of product by the manufacture In abroad. Alternatively, a certifica1e conforming to ASTM Specification (D 4956-09) on artmcial accelerated weathering requirements from a repu1edlaboratory In India can be accepted provisionally. In sueh a situation. lhe Employer/ Client, if so desires. could seek for a performance guarantee wh1Ch would be released after receipt or cert,ficale meehng therequirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH speClfication o-801,3 7 Proof of the same in form of government report shall be uploaded while quot,ng tenderI) 90 cm Circular with diffinilation plate (20cm X 60cm) speed limit

providing and fixing of retro-reflectorised cautionary, manda1ory and lnforma1ory sign as per IRC :67-2012 made of high intensity grade sheeting lype-lV vide clause 801.3, fixed over aluminium sheeting 1 5mm thick supported on a mild sleel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means or propMy designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing. The Retro reflective sheeting shall be tesled ror a certificate of having the sheeting tested ror 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 lntemalionaVGovemmenl Laboratory/ Institute by the manufacturer of the sheeting and In case thecertificate Is obtained from lntemalional condition, it should also be obtained from Indian condition within 3 years or launching of product by the manufacture In abroad. Alternatively, a certifica1e conforming to ASTM Specification (D 4956-09) on artmcial accelerated weathering requirements from a repu1edlaboratory In India can be accepted provisionally. In sueh a situation. lhe Employer/ Client, if so desires. could seek for a performance guarantee wh1Ch would be released after receipt or cert,ficale meehng therequirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH speClfication o-801,3 7 Proof of the same in form of government report shall be uploaded while quot,ng tenderI) 90 cm high octagon stop sign

providing and fixing of retro-reflectorised cautionary, manda1ory and lnforma1ory sign as per IRC :67-2012 made of high intensity grade sheeting lype-lV vide clause 801.3, fixed over aluminium sheeting 1 5mm thick supported on a mild sleel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means or propMy designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing. The Retro reflective sheeting shall be tesled ror a certificate of having the sheeting tested ror 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 lntemalionaVGovemmenl Laboratory/ Institute by the manufacturer of the sheeting and In case thecertificate Is obtained from lntemalional condition, it should also be obtained from Indian condition within 3 years or launching of product by the manufacture In abroad. Alternatively, a certifica1e conforming to ASTM Specification (D 4956-09) on artmcial accelerated weathering requirements from a repu1edlaboratory In India can be accepted provisionally. In sueh a situation. lhe Employer/ Client, if so desires. could seek for a performance guarantee wh1Ch would be released after receipt or cert,ficale meehng therequirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH speClfication o-801,3 7 Proof of the same in form of government report shall be uploaded while quot,ng tenderI) 50X60 cm single chevron

providing and fixing of retro-reflectorised cautionary, manda1ory and lnforma1ory sign as per IRC :67-2012 made of high intensity grade sheeting lype-lV vide clause 801.3, fixed over aluminium sheeting 1 5mm thick supported on a mild sleel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means or propMy designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing. The Retro reflective sheeting shall be tesled ror a certificate of having the sheeting tested ror 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 lntemalionaVGovemmenl Laboratory/ Institute by the manufacturer of the sheeting and In case thecertificate Is obtained from lntemalional condition, it should also be obtained from Indian condition within 3 years or launching of product by the manufacture In abroad. Alternatively, a certifica1e conforming to ASTM Specification (D 4956-09) on artmcial accelerated weathering requirements from a repu1edlaboratory In India can be accepted provisionally. In sueh a situation. lhe Employer/ Client, if so desires. could seek for a performance guarantee wh1Ch would be released after receipt or cert,ficale meehng therequirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH speClfication o-801,3 7 Proof of the same in form of government report shall be uploaded while quot,ng tenderI) 30X90 cm (Left /Right) Object Hazard

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