Installation/Construction of Roof Top Rain Water Harvesting Structures with 01 Piezometer at Different Buildings of Central Police Hospital Civil lines Moradabad.

PREPARATION/CONSTRUCTION OF RECHARGE WELL

Transportation of drilling Rig machine.

Water supply charges for drilling.

Drilling of 350 mm dia bore from GL to approx. 65 Mt depth (bgl) in all type of soil strata containing sand, clay with kankar including all materials, labour & equipment etc.complete.

Development of tube/bore well by hi-capacity pump.

Supply and installation of 160 mm (6'') dia medium well PVC casing pipe (plain) superior quality confirming IS:12818-1992.

Supply and installation of 160 mm (6'') dia PVC ribbed screen superior quality including 2.0 m for Rechage Tank.

Supply and installation of 6'' size PVC specials like MS clamp, well cap/end cap, coupler etc as per site requirement.

Supply & filling of Pea Gravel around PVC pipe assembly at drilling site.

Supply & Proving of Bentonite powder as per site requirment.

Supply & installation of 150 mm dai B-Class MS pipe.

Supply and installation of 150 mm dai MS air vent system.

CONSTRUCTION OF RECHARGE TANK AND FILTER CHAMBER RECHARGE TANK SIZE 4.0x2.5x2.50Mt. AND FILTER CHAMBER SIZE 2.0x2.5x2.5 Mt.

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift up to 1.50 m and lead up to 30 m (PWD Sl. 251*4.1.1)

Add to above item to every additional 30m lead or part of 30m or every additional 1.5m lift or part of 1.5m.

Providing and laying cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work. In foundation & floors.

Class-150 (Non Modular) brick work in 1:3 Cement & Coarse Sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work.

Providing and laying D.P.C. 40 mm thick with Cement concrete 1:2:4 cement coarse sand and girt and including water proofing material as directed by the Engineer-In-Charge.

RCC work in 1:2:4 cement, coarse sand and 20 mm stone grit in slab etc. complete work with all material, labour and T&P as required.

MS work in RCC slab including bending, binding and cutting for proper completion of work. 8mm dia TMT Bars.

20 mm thick plaster in 1:2 cement and coarse sand mortar finished with floating coat of neat cement etc. complete work with all material, labour and T&P requird.

Cartage of excavated soil 15 km away from the site including loading & unloading etc. complete. (as per PWD SOR)

MS work in heavy size in trusses built up gate and other frames in required shapes with cutting, drilling and welding etc. with all material, labour and T&P complete.(PWD SI. 503)

Supply and fixing of Stainless Steel wire mosquito mesh of size as per site requirement.

Supply and fixing of Nylon mess for recharge filter including cutting, wastage etc.

Suppling & filling of following materials in recharge filter:

Loose Bricks at top.

Coarse sand layer below loose bricks. (as per PWD SOR)

Pea gravel of size 1.2 mm to 4.6 mm below coarse sand.

40 mm gauged stone ballast below Pea gravel.

Making provision of overflow system complete in all respect including cost of all materials.

Ledder.

CONVEYANCE PIPE LINE WORK WITH CHAMBERS Supply and laying of PVC pipe conforming IS mark with all required Tee, Coupler, Elbow, Reducer etc. with proper gradient and alignment in trench, including laying of pipes etc. complete.

110 mm dia 6 Kgf/cm2 Pressure PVC Pipe

160 mm dia 6 Kgf/cm2 Pressure PVC Pipe

200 mm dia 6 Kgf/cm2 Pressure PVC Pipe

Construction of 900x900x900 mm size inlet chamber with class 150 brick work 1:3 cement mortar with RCC slab on top along with proper by-pass arrangement to run-off excess rain water (DSR 2002 SI-21.11.1.3)

Construction of 750x750x750 mm size inlet chamber with class 150 brick work 1:3 cement mortar with RCC slab on top along with proper by-pass arrangement to run-off excess rain water (DSR 2002 SI-21.11.1.3)

Construction of 600x600x600 mm size inlet chamber with class 150 brick work 1:3 cement mortar with RCC slab on top along with proper by-pass arrangement to run-off excess rain water (DSR 2002 SI-21.11.1.3)

Construction of 450x450x450 mm size inlet chamber with class 150 brick work 1:3 cement mortar with RCC slab on top along with proper by-pass arrangement to run-off excess rain water (DSR 2002 SI-21.11.1.3)

Finishing wall with one coat of water proof cement paint Weather Coat of approved quality on previous new surface with this paint to give an even shade including supply of all materials, labour, Tool & plant etc. required for proper completion of work.

Same as above but over previously painted surface weather coat.

MAKING ROOF TOP SUITABLE FOR RAIN WATER HARVESTING AND INSTALLATION OF NEW DOWN PIPE AND ROAD CUTTING & REPARING. Supply & fixing of new down pipe with all required Tee, Coupler, Elbow, Reducer etc.

110 mm dia 6 Kgf/cm2 Pressure PVC Pipe

Road/floor cutting for pipe line laying & its repairing and other misc. items as per site requirement for completion of work.

Installation of Piezometer

Shifting/transportation of trolley mounted DC/DTH Rig Machine with its accessories such as drill rods etc. up to site.

Water Supply Charges for drilling work.

Drilling of 200mm Bore Well by DC/DTH Rig Machine.

Providing of 100 mm dia CM/CM Casing Pipe (confirming IS :12818) assembly :

Providing of 100 mm dia CM/CM Ribbed Screen Casing Pipe (confirming IS :12818) assembly :

Lowering of 100 mm dia PVC Assembly Incuding cost of labour, etc. required for proper complition of work.

Providing and fixing 100 mm dia threaded PVC end cap.

Providing and fixing M.S. Pipe of 150mm dia. (confirming IS : 1239)

Providing and fixing of M.S. Clamp for holding of MS Pipe

Providing and fixing 200mmx200mm square MS plate including 04 No. Fastner set.

Providing & filling of Pea Gravel of size 2 mm to 4 mm dia into bore well including cost of labour, material etc. required for proper completion of work.

Development of bore well by 3 HP Compressor. (10 Hrs for each well)

Earth work in excavation in trenches for foundation in ordinary soil lift up to 1.5 Mt and lead up to 50 Mt (PWD SI. 251) 1.5mx1.5mx1.0m = 2.25 cum (2.25 Cum for each well)

Providing and laying cement concrete 1:4:8 cement, fine sand and brick ballast 40mm size in foundation and flooring with ramming and dressing etc. complete work with all material, labour T&P as required (PWD SI. 275). 1.5mx1.5x0.15m = 0.3375 cum (0.338 Cum for each well)

Providing and laying cement concrete 1:2:4 (1 cement, 2 coarse sand : 4 graded stone ballast 20 mm nominal size) including suppply of all materials, labour and T&P etc. required for proper completion of the work (PWD SI. 279(b)). 0.8mx0.8mx1.2m = 0.768 cum 0.60 m x 0.60 m x 0.15m = 0.054 (0.822 Cum for each well)

Fabrication & fixing of Security System as per design including cost of material, labour, etc. required for proper completion of work.

Fabrication & supply of angle Iron Sign board of frame size 1.20x0.90x1.95 mt. with cross strip & beading of size 30x4 mm welded on frame of MS angle size 40x40x5 mm and MS sheet of 18 gauge as per drawing & design including all labour, material and T&P etc. complete.

Fixing of legs of sign board on cement concrete block of size 0.30x0.30x0.60 mt. in ratio 1:3:6 as per drawing & design including all labour, material etc. complete.

Painting of angle iron sign board with double coat primer and enamel paint of black colour on frame both side and sky blue on MS sheet both side including all labour, material etc. complete.

Writing on angle iron sign board both sides of given matter with Post Office Red Color Fluorescent Paint as per drawing and detail given including all labour, material etc. complete.

Loading/Unloading & transportation of material, T&P including all labour etc complete.

Tentage charges

PROVIDING AND INSTALLATION OF DRAINED OFF FIRST RAIN WATER.

Providing & fixing of all required accessories for provision of drained off first rain water as per site requirment & instructions.