Various 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 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. 4 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. 5 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. 6 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 7 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. 8 Tack Coat-Providing And Applyingtack With Bitumin Emulsion Distributor At The Rate Of 0.30Kg Per Sqm On The Preparedsurfaces 9 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. 10 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. 11 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 12 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 . 13 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 ) 14 Supply And Fixing Of Sign Board

INR 2301 /-

INR 383600.0 /-

INR 38.35 Lakhs /-

Name of Work: AGRA ALIGARH HATHRAS BAYPASS MITAEE KI CHUNGI SE SMT. KIRAN DEVI KE KHET 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	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.
4	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.
5	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.
6	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
7	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.
8	Tack Coat-Providing and applyingTack with bitumin emulsion distributor at the rate of 0.30kg per sqm on the preparedsurfaces
9	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.
10	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.
11	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
12	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 .
13	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)
14	Supply and fixing of sign board