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Tender For Cement Concrete And Drain Work On Rohana Khurd Link Road, muzaffarnagar-Uttar Pradesh

Public Works Department-PWD has published Tender For Cement Concrete And Drain Work On Rohana Khurd Link Road. Submission Date for this Tender is 29-12-2023. Construction Material Tenders in muzaffarnagar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41288393
Tender For Cement Concrete And Drain Work On Rohana Khurd Link Road
Open Tender
Indian
Uttar Pradesh
muzaffarnagar
29-12-2023

Tender Details

Tender For Cement Concrete And Drain Work On Rohana Khurd Link Road; Construction Of Un-Reinforced, Without Dowel Jointed At Expansion And Construction Joint, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Typ0e 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 Continious Operation Including Provision Of Contraction And Expansion, Construction Joints, Aplying Debonding Strips, Prime, Sealant, Near Approaches To Bridge, Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days.

Key Value

Document Fees
INR 856 /-
EMD
INR 150000.0 /-
Tender Value
INR 15 Lakhs /-

BOQ Items

Name of Work: C.C. And Drain Work on Rohana Khurd Link Road
Sl. No. Item Description
1Construction of un-reinforced, without dowel jointed at expansion and construction joint, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other typ0e 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 continious operation including provision of contraction and expansion, construction joints, aplying debonding strips, prime, sealant, near approaches to bridge, culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days.
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