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Tender For Development Block Ramnagar Gram Sabha-Talaspur Cc Road Construction Work From Harilal Patels Chak To Rajendra Patels House - Excavation Infoundations In Ordinary Soil (Loamclay Or Sand) Including Lift Upto 1.5 Metre And Lead Upto 30Mand Inclu, jaunpur-Uttar Pradesh

Rural Engineering Department has published Tender For Development Block Ramnagar Gram Sabha-Talaspur Cc Road Construction Work From Harilal Patels Chak To Rajendra Patels House - Excavation Infoundations In Ordinary Soil (Loamclay Or Sand) Including Lift Upto 1.5 Metre And Lead Upto 30Mand Inclu. Submission Date for this Tender is 15-05-2025. RCC Road Tenders in jaunpur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

49013854
Tender For Development Block Ramnagar Gram Sabha-Talaspur Cc Road Construction Work From Harilal Patels Chak To Rajendra Patels House - Excavation Infoundations In Ordinary Soil (Loamclay Or Sand) Including Lift Upto 1.5 Metre And Lead Upto 30Mand Inclu
Tender
Indian
Uttar Pradesh
Jaunpur
15-05-2025

Tender Details

Development Block Ramnagar Gram Sabha-Talaspur CC road construction work from Harilal Patels Chak to Rajendra Patels house - Excavation infoundations in ordinary soil (Loamclay or Sand) including lift upto 1.5 metre and lead upto 30Mand including filling watering and ramiming of excavated earth into the space between the bulding and the side offoundation trenches or into the plinth and removal and disposal of surplus earthad directed by the Engineer-in-chargeupto a distance of 30m from the foundation trenches including all T&P Phowarah and basket etc.Complete.As per S.I.No.251 3 Earthwork in cutting or in embankment in ordinary soil,excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 8 layers, including ramming and dressing the surface to required levels aand slopes and also inc. 1.5 m and 30 m lead. the earth form cutting to be used in making and embankment or to be deposited as spoil banks within 30 m distance as directed by the E/I.etc . and Including Cartage Upto 2Km. Distance As per S.I.No.253 4 Concrete with 40mm gauge brick ballast,sand of 1.25 F.M. & cement in proportion of 12:6:1 in foundation and under floors includingsupply of all materials,labour and Tools and Plantsetc.requiredfor proper completion of the work. As per S.I.No.273. 5 M-150 Brick work in 1:4 cement and coarse sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material,labour and tools and plants, etc. required for proper completion of the work. SI-305 B 6 CONTRUCTION of granular sub base(grade-1)G.S.B. by provided well graded material, spreading in unifrom layers with graded on prepared surface, mixingby mix in place method with rotavator at OMC and compacting with smooth rollar to achived the desired densty completeas per T.S.C.401 7 Providing laying spreading and compacting stone aggregates(size 22.40-53mm) ofwater bound macadam specification including spreading in uniform thickness hand packing-rolling with G-3- wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber applying and broomingrequisite type of screening/binding materials to fill-up the interstices of course aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405. 8 Construction of un-reinforced, 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. M 30 (Grade) coarse and fine aggregates conforming to IS :383, maximum size of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mixed design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plate, 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, sealent, 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 9 R.C.C. Hume Pipe NP-350mm Including collars/Spigot Jointed withStiff Mixture of cement in the Proprotion of 1:2 (1 cement : 2 find Sand Including Testing of Joints. SI-26 10 Supply and fixing of informatory M.S sign board, size 1.2X0.90m made of 18mm gauge M.S sheet fic in ISA 40X40X6mm, frame support in back side by 40X5mm flat iron on all four side along with to vertical post of2.90mt. Diagonal bracing of size 40x5mm fiat iron, electrically welded and painted with one coat red oxide primer and 2 coat superier quality enamel paint with lettering work of required specified information also I/c fixing in trench both side C.C. 1:2:4 size 0.45 x 0.45x0.50 m Required for proper complation of the work. Reference SpecificationS.I. No. 502

Key Value

Document Fees
INR 856 /-
EMD
INR 18340.0 /-
Tender Value
INR 9.17 Lakhs /-
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