Construction of Overhead tank, Sump well, Drilling of tube well i/c Submersible pump and pipe line at Industrial Area Bandhaka Distt. Ujjain (M.P.)

Amount

Over Head Tank Work

Design (Aesthetically/Structurally) and constructing RCC Elevated Service Reservior of 1 lac Litres Capacity with 12 mtr RCC Staging consisting of Columns, Internal and External bracing spaced vertically not more than 4.00 mtr center to center including Excavation in all types of strata foundation concrete, cement plaster with water proofing compound to the inside face of the container including re filling disposal of the surplus stuff with all lead and lifts all labour and material charges including lowering, laying, eracting, hosting and jointing pipe assemly (CI/GI) pipes, double flanged pipes and specials like trees, reducers, sockets spigots sluice value of inlet, outlet, washout, overflow and bypass arrangment as per departmental / site requirment prividing and fixing accessories such as MS, ladder,CI manhole frame and cover,water level indicator, lighteing Conductor 20mm GI pipe railing atound walkway, staircase and top slab,MS Grill gate 2mt height with looking arrengment of approved design, Brick masonary Value chambers, Providing and applying three coats of painting internal surface & anti termite treatment for underground parts and giving satisfactory water tightness test as per IS code. The job includes painting mane of the scheme and other details on reservoir as per the direction of Engineer Incharge. plinth pritection arround the tank M-20 mix. Scope of the work covers requisite geotechnical investigation to be done before structural designing .And the structural RCC designs needs to be checked and approved by govt.Engineering collage.

Sump Well Work

Design (Aesthetically/Structurally) and constructing RCC sump well of 1 lac Litres Capacity including Excavation in all types of strata foundation concrete container walls bottom slab top RCC roof slab or Dome 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of container including epoxy paint from inside including re filling and dispasing surplus stuff with all lead and lifts all labour and material charges for laying and jointing of pipe assembly for inlet ,outlet washout overflow and bypass arrangement consisting of CI /MS /GI pipes specials and valves of given dia,providing and fixing accessories such as MS, ladder,inside and out side ,CI manhole frame and cover,water top slab,BB masonary chamber for all valve ventilating shafts including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat cement paint to all exposed surface of sturcture including roof surface etc, complete as per design data criteria/oblitary requirement and detail specification ,and -termite treatment shall be given for underground portation of the structure ,the rate inclusive of construction of RRC pump house no less than 15sqm plinth area having regular fetures like flooring finishing,door & window and necessary electrical point and fixtures, and providing and erecting suitable pumps of of 7.5 H.P.1041 LPM and 25m Head with necessary electric connections and cables in the pump house. Scope of the work covers requisite geotechnical investigation to be done before structural designing .And the structural RCC designs needs to be checked and approved by govt.Engineering collage.

Drilling of tube well

Boring/drilling bore well of required dia perfectly vertical to receive casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level.

200 mm dia.

150mm dia.

Boring/drilling bore well of required dia perfectly vertical to receive casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer –in-charge, beyond 90 metre depth below ground level. 150 mm dia.

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal dia(minimum wall thickness 10mm)

Providing and fixing M.S. clamp of required dia made of 100 x10 mm flat to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts and nuts of required size complete.200mm

Supplying and laying of approved Make HDPE pipe as per IS : 4984 and IS : 14333 with latest amendment for installation of submersible pump with necessary connection, socket/couplings, Tees,etc. as required (PE-63 & working Pressure 10 kgf/sq cm) 50mm outer dia

Supplying & Installation of required capacity of single phase, 50 Hz,220V, deep well submersible pump Stainless Steel body, as per IS of approved Make, suitable for 4"/6 " tube well with Control Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding Pipe, SS/Nylon wire rope and connection cable. 3 H.P. with 15 to 17 stages, Head Mt 119-45, Discharge LPM 40-125

Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clam 6mm Sq.mm multi strand

Supplying and laying of approved Make Nylon rope 12 mm thick complete with binding for support of pump and motor.

Testing of Yield Test of Tube Well

Water Supply

Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, refiling the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m :Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.

Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge.

75 mm nominal inner dia .Pipes.

100mm nominal inner dia .Pipes.

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay bricks of 25 kg /sqcm compressive strength.

P/F Gummatel non peturn value for CPVC line including all accessories complet

100 MM Miter DIA

75 MM Miter DIA

Construction of pump house with colum testing and breck machinery CM 1:6 and plaster in CM 1:5 with RCC slab and white washing colour, painting and internal electrification

satish kumar jain bhunch