T M of infrastructure Assets in R-II Division during 2026-27 SH Replacement of old damaged drainage line with DWC pipe of dia 300 mm and 250 mm in golf links near kothi No 40 and infront of kothi No 02

Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. bituminous portion

Cutting road and making good the same including supply of extra of materials i.e. aggregate, moorum screening, red bajri and labour required. Water bound macadam

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 upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.

Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes, cables etc. exceeding 80 mm dia. butnot exceeding 300 mm dia

Constructing brick masonry road gully chamber of 560 mm internal dia and depth 60 cm with FPS bricks of class designation 75 in cement mortar 1:4 (1 cement:4 coarse sand) over bed concrete 15 cm dia, 15 cm thick of mix 1:5:10 (1 cement :5 Coarse Sand:10 graded stone aggregate 40 mm nominal size) inside cement plastering 12 mm thick with cement mortar 1:3 (1cement:3 coarse sand) finished with a floating cost of neat cement on walls and floors including providing the fibers reinforced gully grating covers and frame 840 mm external dia confirming to special specification for the RCC gully grating cover and frame to IS 12592 Part-1 with upto date amendments including fixing and embedding the frame in 15 cm thick 12 cm width cement mortar 1:2:4 (1 cement:2 coarse sand:4 graded stone agg. 20 mm

Constructing brick masonry manhole (silt chamber type) inside size 120 X 90X 120 CM deep with FPS bricks of class designation 75 in cement mortar 1:4 (1 cement:4 coarse sand) 15 cm thick RCC top slab with 500 mm diameter clear opening in mix 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) inside plastering 12 mm thick cement mortar 1:3 (1cement:3 coarse sand) finished with a floating coat of neat cement and concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) with neat cement punning inside the manhole complete as per standard design (depth shall be measured from invert level of pipe up to top of RCC slab and difference of 30 cm shall be kept between invert level of pipe and manhole including the cost of RCC manhole cover and frame 500MM dia which shall be paid separately.

Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical means, including loading ,transporting and unloading the same at any C&D waste management site within 25 kms lead i.e. Shastri park/ Burari/ Mundka including weighing at plant etc complete as per direction of Engineer in charge. Weighing and unloading at plant shall be as per procedures/rules of the plant management. The rates are inclusive of all operations, labours, lead and lifts from site of work to the C&D waste plant. The processing fee of C&D management at prescribed rates will be deposited by the agency and the same shall be reimbursed by department on production of only original cash receipts.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 manufactured sand derived from Recycled concrete aggregate (RCA) : 10 graded stone aggregate 20 mm nominal size Recycled aggregate RA)

Providing and laying premium glazed anti skid multi colour 80mm thick precast cement concrete glazed glasss moulded and corner chamfered interlocking pavers block of M-40 grade having glazed minimum 10mm thick as per the specification attached, the interlocking pavers of required shape /design made by reputed manufacturer laid in desired pattern and colour over a bed of 50mm thick course sand including cutting pavers block as per requirement at site. The joint filled with fine sand etc complete as per direction of Engineer-in-charge.

Providing, Supplying, Lowering, Laying and Jointing of class SN 8 structured wall Polyethylene Piping system (Pipe with online/offline coupler and elastomeric sealing ring) with non-smooth external annular corrugated and smooth internal surface (double wall) for non -pressure underground sewerage and drainage application as confirm to IS 16098 (part II): 2013. The Jointing of pipe (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of oupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including all taxes, transportation, frieght charges, inspection charges, loading, unloading, cartage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer-in- charge. 250 mm Internal Diameter