Repair and Renovation of Bus stand at Banga in District SBS Nagar (Scheme PM 26 Rangla Punjab)

Dismantling concrete Cement concrete plain1:2:4 mix

Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications

Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. CSR 24.8

P/ Laying PCC 1:4:8 using 40 mm stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type

Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement with Fly ash (subject to maximum 25% of cement content) of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per clause 602 of MORT&H 5th Revision

Construction of Retaining wall of Height 1 metrs: Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in15 cm layers including ramming, watering and consolidating lead upto 30 metres

Cement concrete 1:2:4 ii mixing by mechanical means using concrete mixer volumetric type

Reinforced cement cocrete M-35 with mechnically mixed and vibrated with needle vibrator but excluding steel reinforcement, centering and shuttering in super structure

Centring Shuttring of Concrete for walls complete in all respects