Tender For Special Repair Of Ishwarpurva Link Road, sitapur-Uttar Pradesh

Tender For Special Repair Of Ishwarpurva Link Road; 1 Providing , Laying , Spreading And Compacting Stone Aggregates Of 53-22.4 Mm Size To Water Bound Macadam Specification Including Spreading In Uniform Thickness , Hand Packing , Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber , Applying And Brooming , Stonescreening To Fill Up The Nterstices Of Coarse Aggregate , Watering And Compacting To The Required Density 2 Providing And Applying Tack Coat With Vg_10 Using Bitumen Distributor At The Rate Of 0.30 Kg Per Sqm On The Preparedsurface Cleaned With Hydraulic Broom . 3 Providinglaying & Rolling Of Open Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion 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 . 4 Providing And Laying Seal Coat C Type Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall . 5 Cement Concrete Pavement 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 M30 ( Grade ) , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge / Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 6 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The.All Kinds Of Soil. ( Dar No2.8.1 ) 7 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) : 6 Graded Stone Aggregate 40 Mm ( Nominal Size ) ( Dar No 4.1.6 ) 8 Brick Work With Common Burnt Clay ( Non Modular ) Bricks Of Class-150 In Foundation And Plinth In: Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) ( Dar No-6.1.1 ) 9 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix:1:4 ( 1 Cement: 4 Coarse Sand ) ( Dar No13.5.1 ) 10 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1:1½:3 ( 1 Cement: 1½ Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) ( Dar No-4.1.2 ) 11 Construction Of Embankment With Approved Material Obtained From Availble Land As Permitted And Approved Byengineer-In-Charge And As Per Technical Specitaion Clause 301.3.4.1, With All Liftsand Leads, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1And 300.2 As Per Technical Specification Clause 301.5

INR 2354 /-

INR 229000.0 /-

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Name of Work:-SR of Ishwarpurva link road

Sl. No.	Item Description
1	Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stonescreening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density
2	Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broom .
3	Providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 .
4	Providing and laying seal coat "C" Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
5	Cement Concrete Pavement 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
6	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the.All kinds of soil. (DAR No2.8.1)
7	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm (nominal size) (DAR No 4.1.6)
8	Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DAR No-6.1.1)
9	15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) (DAR No13.5.1)
10	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (DAR No-4.1.2)
11	Construction of embankment with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5