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Construction Of Cc Road, Drain., Ambedkar Nagar-Uttar Pradesh

Directorate of Local Bodies has published Construction Of Cc Road, Drain.. Submission Date for this Tender is 02-12-2022. Road Work Tenders in Ambedkar Nagar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

35014387
Construction Of Cc Road, Drain.
Open Tender
Indian
Uttar Pradesh
Ambedkar Nagar
02-12-2022

Tender Details

Construction Of Cc Road, Drain.

Key Value

Document Fees
INR 1900 /-
EMD
INR 38000.0 /-
Tender Value
INR 19.47 Lakhs /-

BOQ Items

Name of Work: Ward-8 Tarouna Bansgaon Me Samadhi Baba Ke Sthan Se Aaditya Singh Ke Makan Tak C.C. Marg Nali Ka Nirman Ka Karya.
Sl. No. Item Description
1E/w excavation in foundaton in ordinary soil as per S.I. No-251Supporting wall for CCFor Nali
2P/L.C.C.in 1:4:8 in foundationwith cement fine sand & 40 mm gauge b/ballast as per S.I.No 275. For Nali.
3Providing and laying in Cement concrete 1:2:4 and curing complete, including cost of form work in foundation and floors. SOR S. N. 279 (b) Drain Cover
4Supply, filling and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications, as per MORTH spec. Sr. No. 14.2 Clause 1600
5M-150B/w in 1:4 cement & c/sand mortar etc all cost complete as per S.I. No.-305 (b). Suporting wall for CC
6Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
7Construction 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 1501.22 M30 (Grade), coarse and fine aggregates conforming to IS: 383, miximum 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 continious 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.
8Supply and fixing of 350 mm dia NP-3 hume pipe including cost of material, loading, unloading, cartage up to site, all taxes etc. Complet
9Add 18% G.S.T.
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