Tender For Special Repair Of Rouli Link Road In Km-1, 2(550), barabanki-Uttar Pradesh

Tender For Special Repair Of Rouli Link Road In Km-1, 2 ( 550 ) ; 1 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes ( 22.4-53Mm ) To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel / Vibratory Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Crushable Screening To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specificationclause 405 2 Providing And Applying Tack Coat With Bitumen Vg-10 Using Prassur Distributor At The Rate Of 0.25 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Mord Specification Clause 503 And As Per Direction Of Engineer-In-Charge To Completion Of Work. 3 Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thick Compacted Composed Of 13.2 Mm To 5.6 Mm Aggregates Of Approved Quarry Using Bitumen ( Vg-10 ) To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing By Mixol, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller, Finished To Required Level And Grades As Per Mord Specification Clause 508 And As Per Direction Of Engineer-In-Charge To Completion Of Work 4 Providing And Laying Seal Coat Type-C To Sealing The Voids In A Bituminous Surface With 6.7 Mm Aggregates Of Approved Quarry Using Bitumen ( Vg-10 ) To Required Laid To The Specified Levels, Grade And Cross Fall As Per Mord Specification Clause 510And As Per Direction Of Engineer-In-Chargeto Completion Of Work. 5 Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With A All Lifts And Leads, Transporting To Site.Spreading, Grading To Required Slpoe And Compacting To Meet Required Of Table 300.1 And 300.2 As Per Technical Specification Clause 303.1 6 Construction Of Un-Reinforced, Dowel Jointed, At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 ( Grade ) , Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.20 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Form Work ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plats Including Leveling The Formwork As Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needls, Screed And Plate Vibrators And Finshed In Contunuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approadch To Bridge / Culvert And Construction Jointsadmixtures As Approved, Curing Of Concrete Slabs For 14Days Curing Compound ( Where Specified ) And Water Finishing To Lines And Grades As Per Drawing And Techincal Specification Clause 1501. 7 Earth Work In Excavation In Trenches For Foundations Pipes Cable Etc In Ordinary Soil ( Loam Clay Or Sand ) Including Lift Upto 1.5 M. Lead Upto 50M And Dressing Of Sides And Rammings Of Bottom And Disposal Of Surplus Exdavated Earth As Directed By The Engineer I / C Within A Lead Of 30 M. ( Sor No.251 ) 8 Providing And Laying Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand: 6 Graded Stone Ballast Ballast 20Mm Nominal Size ) Including Supply Of All Materials. Labour And T&P Etc.Required For Proper Completionof The Workand Curing Complete, Also Including Cost Offormwork In Founation Adn Floors. ( Sor No.280 9 First Class Bricks Work In1:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.As Per Sor No. 307 ( A ) 10 Providing And Laying Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand: 4 Graded Stone Ballast Ballast 20Mm Nominal Size ) Including Supply Of All Materials. Labour And T&P Etc.Required For Proper Completionof The Workand Curing Complete, Also Including Cost Offormwork In Founation Adn Floors. ( Sor No.279 ( B ) ) 11 12 Mm Thick Plaster With Cement Mortar In Proportion Of 1:3 Cement And Coarse Sand ( Sor No. 583 )

INR 854 /-

INR 300000.0 /-

INR 30.02 Lakhs /-

Name of Work :Special repair of Rouli link road in km-1, 2(550)

Sl. No.	Item Description
1	Providing, laying, spreading and compacting stone aggregates of specific sizes(22.4-53mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specificationclause 405
2	Providing and applying tack coat with Bitumen VG-10 using Prassur distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MORD specification Clause 503 and as per direction of Engineer-in-charge to completion of work.
3	Providing, laying and rolling of open-graded premix carpet of 20 mm thick compacted composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing by Mixol, laying and rolling with a three wheel 80-100 kN static roller, finished to required level and grades as per MORD Specification Clause 508 and as per direction of Engineer-in-charge to completion of work
4	Providing and laying seal coat Type-C to sealing the voids in a bituminous surface with 6.7 mm aggregates of approved quarry using bitumen (VG-10) to required laid to the specified levels, grade and cross fall as per MORD Specification Clause 510and as per direction of Engineer-in-chargeto completion of work.
5	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site.Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technical specification clause 303.1
6	Construction of un-reinforced, dowel jointed, at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade), coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plats including leveling the formwork as drawing),spreading the concrete with shovels, rakes,compacted using needls, screed and plate vibrators and finshed in contunuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approadch to bridge/culvert and construction jointsadmixtures as approved, curing of concrete slabs for 14days curing compound(where specified) and water finishing to lines and grades as per drawing and Techincal specification clause 1501.
7	Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m.(SOR No.251)
8	Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand: 6 graded stone ballast ballast 20mm nominal size) including supply of all materials. labour and T&P etc.required for proper completionof the workand curing complete, also including cost offormwork in founation adn floors.(SOR No.280
9	First class bricks work in1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.As per SOR No. 307(a)
10	Providing and laying Cement concrete 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone ballast ballast 20mm nominal size) including supply of all materials. labour and T&P etc.required for proper completionof the workand curing complete, also including cost offormwork in founation adn floors.(SOR No.279(b))
11	12 mm thick plaster with cement mortar in proportion of 1:3 cement and coarse sand (SOR No. 583)