Tender For Special Repair Of Banwari Link Road, mirzapur-Uttar Pradesh

Tender For Special Repair Of Banwari Link Road; 1 Water Bound Macadam With Crushable Screenings 3 ) Wbm Grading 3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller 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 Specification Clause 405. ( A ) By Manual Means 2 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 3 Construction Of Sub-Grade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300-2. ( Cartage Earth Upto 1 Km ) 4 Kc-Drainearth Work In Excavation For Struction As Per Drawing & Technical Specification Claus 305.1 Including Setting Out, Construction Of Shoring & Bracing, Removal Of Stumps & Other Deleterious Matter, Dressing Of Sides & Bottom, Backfilling The Exavated Earth To The Required Extent And Ultising The Ramaining Earth Localty For Raod Work ( As Per Mord-302 ( I ) Si 3.5 ) 5 Supply & Laying Of Local Sand ( Below Pcc 1:3:6 ) 6 Cement Concrete With 4 Cm, Guage Approved Stone Ballast, Approve Coarse Sand And Cement In The Proportion Of 6:3:1 Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. Sor 280 7 Same As Item 303 Above But In 3:1 Coarse Sand And Cement Mortar. Sor 307A 8 12Mm Thick Plaster With Cement Mortar Proportion Of 1:3 Cement And Sand Of 1, 25 In F.M. Over Brick Work Minimum Thickness Not Be Less Than 10Mm Including Supply Of All Materials, Labour And T & P Etc. Required For Proper Completion Of The Work. Sor 582 9 Cement Concrete With 2 Cm, Guage Approved Stone Ballast, Approve Coarse Sand And Cement In The Proportion Of 4:2:1 Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. 279A

INR 950 /-

INR 216900.0 /-

INR 21.69 Lakhs /-

Name of Work:-SR of Banwari Link Road.

Sl. No.	Item Description
1	Water Bound Macadam with Crushable Screenings 3) WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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 Specification Clause 405. (A) By Manual Means
2	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
3	Construction of Sub-grade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. (Cartage Earth upto 1 Km)
4	KC-Drain Earth Work in excavation for struction as per drawing & technical specification claus 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter, dressing of sides & bottom, backfilling the exavated earth to the required extent and ultising the ramaining earth localty for raod work (as per MORD-302(i) SI 3.5)
5	Supply & Laying of Local Sand (Below PCC 1:3:6)
6	Cement concrete with 4 cm, guage approved stone ballast, approve coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 280
7	Same as item 303 above but in 3:1 coarse sand and cement mortar. SOR 307a
8	12mm thick plaster with cement mortar proportion of 1:3 cement and sand of 1,25 in F.M. over brick work minimum thickness not be less than 10mm including supply of all materials, labour and T & P etc. required for proper completion of the work. SOR 582
9	Cement concrete with 2 cm, guage approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 279a