Construction of CC Parking No 02 in sector 22 Transport Nagar Gida Gorakhpur

construction of dry lean cement concrete sub-base over prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, the aggregate cement ratio not to exceed 15:1, the aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/cum, the optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with a paver with an electronic sensor, compacted with 8-10 tonnes of vibratory roller, finished, and cured.

RCC m-30 Grade Providing & laying cement Concrete wearing coarse M-30 grade including reinforcement complete as per drawing and technical specification. Morth Clauses 13.05 G

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. MoRTH Specification 19.6 Cluase 1600

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.compaction as per MoRTH specification 8.13 clause No. 803 complete in all respects.

Providing Weep holes in Brick masonary/plain/reinforced concrete abutment, wing wall return wall with 100 mm dia AC Pipe, extending through the full width of the structure with slope of 1V:20H towords drawing foce. Complete as per drawing and technical specification. MoRTH clauses 2706 & 2200.13 clause No. 803 complete in all respects.

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royality). SOR SNO- 251

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. Grade M20 compaction as per SOR 287 complete in all respects.

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. MoRTH Specification 19.6 Cluase 1600