Rural Engineering Department has published Tender For Under District Shrawasti, Construction Work Of Cc Road From Mirzapur Square To Mahadeva Village Via Mahadeva Salarpur Square Lot No 1. Submission Date for this Tender is 12-03-2024. Road Work Tenders in shrawasti Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Work |
| 2 | Construction of Embankment with approved materials abtained from available land as permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1 with all lift and leads by 2.00 kmcartage spreading grading to requried slop and compacting to meet requirementof table 300.1 and 300.2 as per technical specification clause 301.5 |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers,trimming botton and sides slopes,in accordance with requirements of lines,grades and cross-sections and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as technical specifications Clause 302.3 |
| 4 | Construction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per (MORD) Technical Specification Clause 401. |
| 5 | Earthwork in Excavation for structure asper drawingand technical specification clause 305.1 including setting out construction of shoringand bracing ,removal of stump and other deletirous materials and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trencheswith excavated suitable materials Mord 300 |
| 6 | Providing and laying in cement concrete 1:6:12 (1 cement :6 fine sand : 12 graded brick aggregate 40 mm nominal size) including supply of all materials,labour and T&P et.required for proper completion of the work and curring complete,also including cost of form work in foundation and floors as per SI No.273 |
| 7 | WBM Grading 3-Providing, laying, spreading and compacting stone aggregated of 22.4-53mm gauge sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityas per (MORD) Technical Specification Clauses 405. |
| 8 | Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth i/c supply of all materials, labour and T&P etc. required for proper completion of the work. as per direction of E/I S.I.305(B) |
| 9 | 12 mm. Cement plaster in 1:3 with cement and Coarse sand 2.25 fine moduls mortar upto plinth including supply of all materials.SI 583 |
| 10 | Providing and laying of P.C.C.Work in 1:2:4 ,cement , coarse sand , 20 mm gauge stone grit of not less than strength of M - 150 and curing complete I/c all material , labour and T & P etc. . required for proper completion of the works .SI 279(b) |
| 11 | Providing and laying of R.C.C. work with cement , approved coarse sand and 2cm gauge stone ballast in the proportion 1:2:4 (1 cement : 6 aggregate ) in lintels of doors and windows excluding supply of reinforcement and its bending but i/c its fixing and binding wire and i/c necessary centering and shuttering etc. and also i/c supply of all materials, labour and T&P etc. required for proper completion of the works strength of the concrete shall not be less than M-150 as per SI No. 283 |
| 12 | Mild steel or Iron in Plain such as R.C.C.work (when not included in an over all rates ) wrought to required shape as necessary i/c bending for proper completion of the work and i/c supply of steel its wastage bend hooks authorised over lapping shall be measured upto floor two level. as per SI No. 504 |
| 13 | Construction ofun-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 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 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-days, |
| 14 | Provision for supply and laying of 110 mm. internal dia. PVC pipeI/c supply of all materials ,labour and T&P etc.required for proper completion of the work as per direction of E/I . |
| 15 | S/F Inaugration black granite (Polished) 20mm thick stone size 0.90x0.75 Cm including lettering, printing, border etc. will be painted of superior quality is required shade and colour including fixing excavation of foundation (1.40x0.50x0.40 cm), P.C.C. 1:6:12 (1.40x0.50x0.15cm), brick work 1:3 cement coarse sand foundation (1.40x0.345x 0.30cm) ,upto (1.40x0.23x1.35 cm),12mm thick plaster 1:3 cement coarse sand and finishing walls with water proffing white cement paint of approved make and quality such as super |
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