Tender For Ward-31 Kanchanpur Ghopla Mau Hatti Road Upgradation Work From Ombir House To Kailash House And Prem Wali Gali And Construction Of Drain And C.C. Road - Earth Work In Filling Including Up To 8 Km Distance Lead 2 Concrete With 4 Cm. Gauge Bric, meerut-Uttar Pradesh

Tender For Ward-31 Kanchanpur Ghopla Mau Hatti Road Upgradation Work From Ombir House To Kailash House And Prem Wali Gali And Construction Of Drain And C.C. Road - Earth work in filling including up to 8 KM distance lead 2 Concrete with 4 cm. gauge Brick Ballast fine sand of 1.25 F.M. and cement in proportion are 12:6:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work SI no.273. 3 M-150 brick work in 1:4one cement and four course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the workS.I No.305 a 4 12 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc. SI No.584 (A) 5 Cement Concrete with 2.0 cm. gaug;e Approved stone grid coarse sand & cement in the proportion of 4:2:1 including , T&P etc. S.I. 279 (a) 6 R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 inslab excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work includingcost of binding wire. The rate excludes making of drip course which shall be paid extra. 7 M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire. 8 constuction of granular sub base by providing coarse graded material ,spreading in uniform layer with mortar grader on prepared surface mixing by mix in place methad with roavatar at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 9 Construction ofwithout double bar expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer ofless then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (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 as per norms, 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, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and also including complete shifting of matrials & Concrete etc.(M-20)but when thikness of CC is less then 20 cm. (without dowel Bar) 10 S/F sign board+ All comp etc

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	26-06-2025	DATE EXTEND	Date	27-06-2025

INR 1180 /-

INR 30049.0 /-

INR 6 Lakhs /-