Tender For Cc Work
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Project Description
Tender For Cc Work.- 1 Jungle Clearing Technical Specification Clause 201. ( In Area Of Non Thorny Jungle ) 350 Sqm 2 2 Earth Work In Cutting Or In Embankment In Ordinary Soil, ( S.I No. 253 ) . 110.91 Cum 3 3 Laying& Consildation Of Blanket Coat With Stone Dust. ( Table 400.3 ) 19.25 Cum 4 4 Providing & Laying Soling Coat With 22.4-53 Mm Gouge ( M / B ) Wbm Grade-Iii 45.9375 Cum 5 5 Conctruction 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 25Mm 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-Day Using Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 ( As Per S.I No. 6.4 ) 91.875 Cum 6 7 Informatory Stone Board 1 No
BOQ
| Name of Work: AMGAON ME CC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Jungle Clearing technical specification clause 201.(In area of Non thorny Jungle) | 350 | Sqm | |
| 2 | 2 | Earth work in cutting or in embankment in ordinary soil, (S.I No. 253). | 110.91 | cum | |
| 3 | 3 | Laying& consildation of blanket coat with Stone dust.(Table 400.3) | 19.25 | cum | |
| 4 | 4 | Providing & Laying soling coat with 22.4-53 mm gouge (M/B) WBM grade-III | 45.9375 | cum | |
| 5 | 5 | Conctruction 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 25mm 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-day using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (as per S.I NO. 6.4) | 91.875 | cum | |
| 6 | 7 | informatory stone board | 1 | No |
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