Rural Engineering Department

Rural Engineering Department has published Tender For Construction work of connecting road from Shivpurwa Prime Minister Road to Korinpurwa in Salpur Dautal - Civil Work: 2 Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20) in depth and earthwork in embankment to be in 20 cm (8) layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30m. (100) lead. The earth from cutting to be used in making embankment or to be deposited material required compected as direct by Engineer-in-charge. As per SI No. 253 3 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN in stages to proper grade and camber, applying and brooming,screening /binding to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 6 Brick edging on both side of the road with Straight overburnt bricks 8 cm. wide and 12 cm. deep laid with mud mortar including labour and s/o brick finished to required template and in proper alignment and also including dressing and ramming the excavated earth as per direction of Engineer-in-charge. 7 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 8 Providing and applying Tack Coat with bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 (ii). 9 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type Cas per Technical Specification Clause 508. Case - II By Mechanical Means 10 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510, Case - III By Mechanical Means 11 Earthwork in Excavation for structures as per 251 12 Concrete with 4cm. Gauge Brick ballast ,C/sand , cement in proportion 8:4:1 in foundation and floors as per SI.No. 275 13 Supply and laying dry brick ballast (OBB) under and half round of the pipe 14 M15 Brick work in 1:4 one cement and four coarse sand mortar including supply of all materials, labour & tool & plants etc. required for proper completion of work. SI.no. 305b 15 Supply & laying of 600mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. 16 Struck cement pointing in 1:2 cement & fine sand motar including supply of all material, labour and T&P etc, required for proper completion of the work. SI.No. 574 17 12mm thick in 1:3 cement and Coarse sand plaster as per SI.No. 583 18 Finishing walls with water proof cement paint as per SI.No. 660 19 Lettering and painting of culvert 20 Providing and fixing inaugration black granite (Polished) 20 mm 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 exavation of foundation (1.40x0.50x0.40cm), P.C.C. 1:6:12 (1.40x0.50x0.15cm), brick work 1:3 cement coarse sand up to G.L. (1.40x0.23x1.35cm), 12 mm thick plaster 1:3 cement coarse sand and finihing walls with water proffing white cement paint of approved make and quality such as super snowcem paint etc. all complete. as per analysis . Last date of submission for this tender is 2025-05-02. This is a Road Work tender in gonda, Uttar Pradesh