CONSTRUCTION WORK OF D.N.P. BARGADIHA VIA BAHBOLIYA AND MAHADA KM-8 TO KM-10 (SHRAWASTI BORDER) VIA BHAYAPURWA-PASIYANPURWA LINK ROAD (RAJASWA GRAM-SAIDA) IN DISTRICT BAHRAICH FINANCIAL YEAR 2026-27 VIDHAN SABHA- MATERAUSING RMC PLANT

Construction of Embankment with Material Obtained from Borrow Pits :- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m :- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side 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 per Technical Specification Clause 302.3

Granular Sub-base with Well Graded Material (Table 400.1) :- 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 Technical Specification Clause 401.

Water Bound Macadam Sub-base/base :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including preading in uniform thickness, hand packing, rolling with smooth wheel roller 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 density Grading 3 as per Technical Specification Clause 405.

Cement Concrete Pavement -Construction 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 1501.2.2 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 including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification

Earth work in filling embankment in ordinary soil excavation to be made in the form of regular pits not exceeding 50M depth and earth work in 20cm layers including ramming, dressings the surface to the required level and slopes and also including lead upto 30M and lift upto 1.50M. all labour T&P etc. complete required for proper completion of work. Cartage up to 2 Km distance. as directed by Engineer in-charge.

Construction of 900 mm Dia NP3 H.P. Single Row Culvert

Construction of 600 mm dia Single Row HP Culvert

Construction of 350 mm dia Single Row HP Culvert