Special Repair Of Amaria Kainchu Tanda Link Road ( Vr ) Ke Gram Kainchu Tanda Km-1 ( 500 In Awadi Portion C . C . Road Under Rsn F . Y . -2020-21, Pilibhit-Uttar Pradesh

Special Repair Of Amaria Kainchu Tanda Link Road ( Vr ) Ke Gram Kainchu Tanda Km-1 ( 500 In Awadi Portion C . C . Road Under Rsn F . Y . -2020-21 , Providing , Laying , Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness , Hand Packing , Rolling With Smooth Wheel Roller 80-100Kn In Stages To Proper Grade And Camber , Applying And Brooming , Stone Screening To Fill Up The Interstices Of Coarse Aggregate , Watering And Compacting To The Required Density Complete Work . ( Wbm Grading-3 ) , 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 , Excavation For Road Way 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 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802 , 803 , 1202 & 1203 . Pcc Grade M10 ( 1:3:6 ) , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802 , 803 , 1202 & 1203 . Pcc Grade M20 ( 1:2:4 ) , Supplying , Fitting And Placingtmt Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202

INR 2714 /-

INR 425000.0 /-

INR 45 Lakhs /-

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	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete work.(WBM Grading-3)		140.63	Cum
2	2	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		281.25	Cum
3	3	Excavation for Road way 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		327.6	Cum
4	4	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M10 (1:3:6)		61.43	Cum
5	5	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M20 (1:2:4)		176.4	Cum
6	6	Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202		96.93	Qtl