Construction Work., hathras-Uttar Pradesh

Clearing And Grubbing Road Land Including Uprooting Wild Vegetation , Grass , Bushes, Shrubs, Sapling And Trees Of Girth Up To 300 Mm 2 Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 ( Widening Of Patari ) 3 Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 4 Providing And Laying Of Cement Concrete In Foundation Including Suply Pf All Materials, Labours And T&P Etc Required For Proer Completion Of The Work 1:3:6 ( 1 Cement:3Coarse Sand: 6 Graded Stone Aggregate 40Mm Norminal Size ( Sor208 ) 5 Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Tractor Mountedgrader On Prepared Surface Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. 6 Wbm Grading 2 -Providing And Laying , Spreding And Compacting Stone Aggregate Of 45-63Mm Size To Water Bound Macadam Specification Including Spreading In Uniform Thickness , Hand Packing . Rolling With Smooth Whell Roller 80-100 Kn In Stage To Proper Grade And Camber , Applying And Brooming , Stone Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate , Watering And Compactingto Required Density Grading -2 As Per Technical Specification Clouse 405. 7 Wbm Grading -3 -Providinglaying , Spreding And Compacting Stone Aggregate Of 22.4-53Mm Size To Water Bound Macadam Specification Including Spreading In Uniform Thickness , Hand Packing . Rolling With Smooth Whell Roller 80-100 Kn In Stage To Proper Grade And Camber , Applying And Brooming , Stone Screeningto Fill Up The Interstices Of Coarse Aggregate , Watering And Compactingto Required Density As Per Technical Specification Clause 405. 8 Brick Edging On Both Side Of The S.O.B. Brick 8 Cm. ( 3 ) Wide And 12 Cm. Deep Laid With Mud Mortor All Labour Finished To The Required Template And In Proper Alingment And Also Incluiding Dressssing And Ramming The Excavated Earth Incluiding All Labour, T&P Sudries Requirsd For Proper Completion Work .As Per Schedule P.W.D.765 9 Prime Coat-Providing And Applying Primercoat With Bitumin Emulsion ( Ss-1 ) On Prepared Surface Og Granular Base Including Cleaning Of Road Sufaces& Spraying Primer At Rate Of 0.70-1.0Kg / Sqm Using Macanical Means As Per Technical Specification Clouse 502. 10 Tack Coat-Providing And Applyingtack With Bitumin Emulsion Distributor At The Rate Of 0.30Kg Per Sqm On The Preparedsurfaces 11 Providing, Laying And Rolling Of Open Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 ( 13.2Mm & 11.20Mm In 2:1 ) Mm Aggregates Either Using Penetration Grade Bitumen Vg-10 To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Type C As Per Technical Specification Clause 508. 12 Seal Coat-Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C, As Per Technical Specification Clause 510. 13 Supply & Laying Of 450Mm Dia Np-3 Hume Pipe 7.50 Mtr Lengthincluding Labour , T&P Complete All. With Parapet As Per Drawing7.50 Mtr Length. 350Mm Dia 14 Road Marking With Hot Applied Thermoplastic Compond With Reflectoristising Glass Beads On Bituminous Surface .Providing And Laying Of Hot Applid 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 :35-2015 The Finished Surface To Be Level, Uniform And Free From Streaks And Holes . 15 Providing And Laying In Position Specified Grade Of Rainforced Cement Concrete Including The Cost Of Centering Shutterng Finishing And Excluding Rainforcement All Work Upto Plinth Level 1:1:5:3 ( 1 Cement 1.5 Coarse Sand : Graded Stone Aggregate 20 Normal Size ) Sor5.1.2B ) 16 Supply , Fitting And Placing Tmt Bar Reinforcement ( Fe415 ) In Substructure Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202. 17 Reinforced Cement Concrete M15 Grad Hecto Meter Stone / Local Stone Of Standard Desing As Per Irc:8 Fixing In Position Including Painting And Printing Etc As Per Drawing And Technical Specification Clause 1703. Ordinary 200M Stone ( Precast ) 18 Providing And Fixing Of Retro-Reflectorised Cautionary Mandatory And Informantorysign As Per Irc-67-2012 Made Of High Intensity Grade Sheeting Type Iv Vide Clause 801.3 Fixed Over Alluminium Sheeting 1.5 Mm Thick Supported On The Mild Steel Angle Iron Post 75 Mm X75 Mm X6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With With M15 Grade Cementcement Concrete 45Cmx45cmx60 Cm. 60 Cm Belowground Level As Per Approved Drawingretro Reflecttorised Traffice Sign As Per Irc 67-2012 ( Ii ) 60Cm Equilateral Triangle With Diffinitation Plate ( 20Cmx60cm ) Sor 18 19 Supply And Fixing Of Sign Board

INR 2006 /-

INR 332600.0 /-

INR 33.25 Lakhs /-

Name of Work:PATENI SENPUR MARG SE GAON MUGERIYA RAJVEER SINGH PRADHAN JI KE MAKA TAK NAVNIRMAD KARYA

Sl. No.	Item Description
1	Clearing and grubbing road land including uprooting wild vegetation ,grass ,bushes,shrubs,sapling and trees of girth up to 300 mm
2	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(Widening of patari)
3	Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
4	Providing and laying of cement concrete in foundation including suply pf all materials, labours and T&P etc required for proer completion of the work 1:3:6 ( 1 cement:3coarse sand: 6 graded stone aggregate 40mm norminal size(sor208)
5	Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
6	WBM Grading 2 -Providing and laying , spreding and compacting stone aggregate of 45-63mm size to water bound macadam specification including spreading in uniform thickness ,hand packing . Rolling with smooth whell roller 80-100 kn in stage to proper grade and camber ,applying and brooming ,stone screening /binding materials to fill up the interstices of coarse aggregate ,watering and compactingto required density Grading -2 as per technical specification Clouse 405.
7	WBM Grading -3 -Providinglaying , spreding and compacting stone aggregate of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness ,hand packing . Rolling with smooth whell roller 80-100 kn in stage to proper grade and camber ,applying and brooming ,stone screeningto fill up the interstices of coarse aggregate ,watering and compactingto required density as per technical specification Clause 405.
8	Brick edging on both side of the S.O.B. brick 8 cm.(3")wide and 12 cm. deep laid with mud mortor all labour finished to the required template and in proper alingment and also incluiding dressssing and ramming the excavated earth incluiding all labour, T&P sudries requirsd for proper completion work .As per Schedule P.W.D.765
9	Prime Coat-Providing and Applying primercoat with bitumin Emulsion (SS-1) ON prepared surface og granular base including cleaning of road sufaces& spraying primer at rate of 0.70-1.0kg/sqm using macanical means as per technical Specification Clouse 502.
10	Tack Coat-Providing and applyingTack with bitumin emulsion distributor at the rate of 0.30kg per sqm on the preparedsurfaces
11	Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1)mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
12	Seal Coat-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510.
13	Supply & Laying of 450mm dia NP-3 Hume pipe 7.50 mtr lengthincluding labour ,T&P complete all. With parapet as per drawing7.50 mtr length. 350mm dia
14	Road marking with Hot applied thermoplastic compond with reflectoristising Glass beads on bituminous surface .Providing and laying of hot applid 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 :35-2015 the finished surface to be level, Uniform and free from streaks and holes .
15	Providing and laying in position specified grade of rainforced cement concrete including the cost of centering shutterng finishing and excluding rainforcement all work upto plinth level 1:1:5:3(1 cement 1.5 coarse sand : graded stone aggregate 20 normal size) sor5.1.2b)
16	Supply ,fitting and placing TMT bar reinforcement (FE415)in substructure complete as per drawings and technical specification Clauses 1002,1005,1010 & 1202.
17	Reinforced cement concrete M15 Grad hecto meter stone/local Stone of standard desing as per IRC:8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703. Ordinary 200M stone (Precast)
18	Providing and fixing of retro-reflectorised cautionary mandatory and informantorysign as per IRC-67-2012 made of high intensity grade sheeting type IV vide clause 801.3 fixed over alluminium sheeting 1.5 mm thick supported on the mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with with M15 grade cementcement concrete 45cmx45cmx60 cm. 60 cm belowground level as per approved drawingRetro reflecttorised traffice sign as per IRC 67-2012 (ii) 60cm equilateral triangle with diffinitation plate (20cmx60cm) SOR 18
19	Supply and fixing of sign board