Tender For Reconstruction Work On Gt Road To Saraiprayag Link Road., kannauj-Uttar Pradesh

Reconstruction Work On Gt Road To Saraiprayag Link Road. 1 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes Of 22.4-53 Mm 7.50Cm Compacted ( 10Cm Thick Loose ) 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 Requisite Type Of Screening Binding Materials To Fill Up The Morth 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 3 Excavation In Foundation In Ordinary Soil ( Loam, Clay Or Sand ) Including Lift Upto 1.50 M And Lead Upto 30M And Including Filling Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer In-Charge Upto A Distance Of 30M From The Foundation Trenches. 4 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 I.P.C.C Grade M 10 5 Class-150 Brick Work In 1:6 Cement And Fine Sand Of 1.25 Fineness Modulous Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And Tools And Plants Etc, Required For Proper Completion Of The Work 6 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 R.C.C Grade M 20 7 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm In Girth And Finished Even And Smooth.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	18-Jul-2023	3555 M/39 M-K.F.C./23 Date 18.07.2023	Date	08-08-2023

INR 2714 /-

INR 380000.0 /-

INR 38 Lakhs /-

Name of Work :Reconstruction work on GT Road to Saraiprayag link road.

Sl. No.	Item Description
1	Providing, laying, spreading and compacting stone aggregates of specific sizes of 22.4-53 mm 7.50cm compacted (10cm thick loose) 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 requisite type of screening binding materials to fill up the morth
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
3	Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.
4	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10
5	Class-150 brick work in 1:6 cement and fine sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materials, labour and tools and plants etc, required for proper completion of the work
6	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20
7	12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth.