Rainwater harvesting in Cantt. area and imp./widening of nullah from 1 Arty to Gurguria nullah in Cantt. area.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out (in Soft loose soil).

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out (in Mud).

M/L providing plain cement concrete M 10 (1:5:10) for bedding using 40 mm size and down Graded aggregate mechanically mixed, For intercept drain pit and in Foundation, compacted by vibration including centering and shuttering works, curing etc., complete as per drawings and Technical Specification and as per the direction of Engineer.

M/L brick work in Cement mortar 1:4 straight or curved on plan exe. 6 m mean radius with sub class 'A' brick all as specified in MES SSR 2020.

S/f mild steel bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips.

M/L RCC work 1:1½:3 for foundation including raft footing foundation beams plinths beams bases for columns basement slabs under reamed piles and mass concrete and the like all as specified in MES SSR, 2020. Note : Only OPC cement will be used for all RCC works.

M/L RCC work 1:1½:3 for slabs supported on walls, beams and columns in floors, roofs, landing balconies, canopies deck slabs, columns, pillars and in shelves and the like all as specified in MES SSR, 2020. Note : Only OPC cement will be used for all RCC works.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter.

Use & waste of formwork to interfaces of walls, retaining walls, etc vertical or to batter fair finished surfaces all as sp. in MES SSR 2020.

Use & waste of formwork to outerfaces of walls, retaining walls, etc vertical or to batter fair finished surfaces all as sp. in MES SSR 2020.

Use & waste of formwork to soffits and sides of suspended slab, such as roof slabs, floor slabs, landings and columns similar work not exceeding 200 mm thick (Horizontal or sloping) fair finished surfaces all as sp. in MES SSR 2020.

Forming mortice holes, n exc. 50 cm for balusters, newels, rag-bolts, etc. and grouting with cement mortar 1:2 after balusters, etc. are fixed.

M/L rendering 12mm thick plaster on fair faces of brick work or concrete surfaces in 1:4 cement plaster all as sp. in MES SSR 2020.

Providing precast perforated drain covers suitable for medium vehicle load of size width 685 mm length 450 mm and thickness 60 mm and steel reinforcement of 8mm dia at 100 mm c/c spacing. The cover shall have minimum nine (9) round holes. The item shall include the cost of all material, transportation and fixing at site.(M-40)

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc.

Demolishing Reinforced brickwork or RCC in suspended slabs, beams, lintels , walls etc. in cement mortar or cement concrete (reinforcement cut as required to facilitate demolition)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved upto 7 KM.

S/F RCC Hume pipe 800mm dia (NP-3) laid & jointed complete without collar Including earthwork in excavation in trenches as per size of pipe and returning filling in including spreading & leveling (1 m length pipe) all as specified in MES SSR 2020.

M/L for Providing C. concrete bed to drain pipes including packing under and completely surrounding pipes with concrete 1:3:6 after they are laid and tested all as specified in MES SSR, 2020. (800 mm dia)

Rainwater Harvesting : Boring with drill machine (tubewell boring machine) 8” dia with 7” P.V.C. pipe casing of pressure 10 kg/Cm2, Approx depth of bore hole 60' and slotted pipe at every sandy strata in portions upto maximum 4m (02 nos. in one pits of size 4 m x 2.10 m) outer to outer complete with exacavation, PCC bed in foundation 3” thick 1:4:8, brick works sub class ‘A’ bricks 0.23 m x 1.20 m all around, plaster in C. mortar 1:4, inside & outside above ground level all around, making channel from main nullah/drain to Rain water harvesting pit, filling pits with graded aggregate 40 mm (40 cm), 20 mm aggregate (35 cm), Coarse sand 25 cm complete all as sp. in MES SSR 2020.(Filling with packing graved all around)

Rainwater Harvesting : Boring with drill machine (tubewell boring machine) 8” dia with 7” P.V.C. pipe casing of pressure 10 kg/Cm2, Approx depth of bore hole 90' and slotted pipe at every sandy strata in portions upto maximum 6m (02 nos. in one pits of size 4 m x 2.10 m) outer to outer complete with exacavation, PCC bed in foundation 3” thick 1:4:8, brick works sub class ‘A’ bricks 0.23 m x 1.20 m all around, plaster in C. mortar 1:4, inside & outside above ground level all around, making channel from main nullah/drain to Rain water harvesting pit, filling pits with graded aggregate 40 mm (40 cm), 20 mm aggregate (35 cm), Coarse sand 25 cm complete all as sp. in MES SSR 2020.(Filling with packing graved all around)

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The other works to be carried out shall be payable as per MES Schedule of rate all as specified in MES SSR 2020.

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