Vasant Kunj Yojana ke sector I ke future planning 30 meter road ke kinare navsrajit samayojit bhukhandon ke aantrik Vikas ka karya

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :, 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting and propping and removal of items for: Foundations, footings, base of columns, etc DSR 2023/5.9.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., All kinds of soil.

Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

Pr5.07/510 MoRTH)oviding, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity grade bitumen to required line, grade and level to seve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 thnnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.

Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in - charge. 110 mm dia HDPE Pipe PN-6: Class PE-100

Providing, supplying, laying, jointing, testing and commissioning Double Wall Corrugated (DWC) HDPE Sewer Pipe conforming to IS 16098 (Part 2) and latest amendments, manufactured from virgin HDPE material with corrugated outer wall and smooth inner wall, having minimum ring stiffness of SN-8 (8 kN/m²), suitable for underground gravity sewerage applications. The pipe shall be provided with integral socket/spigot ends or HDPE couplers with EPDM rubber sealing rings to ensure watertight joints. The work shall include bed preparation, laying to required line and gradient, jointing, testing for leakage, backfilling with selected material, compaction, handling, loading, unloading, transportation and all accessories complete in accordance with CPHEEO Manual, manufacturer's specifications and directions of the Engineer-in-Charge. The rate shall include all labour, materials, tools, plant and equipment required for complete installation and commissioning in all respects.

Providing and laying DWC (SNS) pipes contorms the IS 16098 (Part 2) 3013 Structured-Wall plastics piping systems for NON- Pressure drainage and sewerage Specification including jointing with seal ring conforming 300 mm dia DWC (SN8) Pipes.