Rural Water Supply And Sanitation Department Tender

Supplying HDPE pipes 63mm dia PE100 PN 6.0 / 6 Kg/cm2 conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Supply and delivery of Resilient seated soft sealing 80mm dia Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS.

Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads etc., complete as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

PROVIDING FUNCTIONAL HOUSE TAP CONNECTIONS (40 No's):- Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in Cutting Cement Road Surface etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) In Ordinary Soil etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Approved and make electrofusion saddle complywith BS EN 12201-3:2011 PN-12.5 rating and food grade raw material as per BS 6920 for effect on water quality intended for human consumption.Material of construction: PE 80 or PE 100 and colour of fitting-blue/Black for water applications, EF tapping saddle is V-Regulated type.Designed to fuse at fusion voltage of 40 volt AC.EF tapping saddleshall have moulded SS/Brass metal female threaded outlet.EF tapping saddle is fused by using a top loading pillar type pressure exerting 1500N(150 kilogram approx)top load on EF saddle.Fusion time is 170 sec and cooling time is10 mins.Exerted pressure should be removed after completing the 10 mins cooling time. 63x20, 75x20, 90x20,140x20 etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure 20mm outside diameter with special flange, compression type fitings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM of equipments and testing for internal water supply connection etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

PP Make female Threaded Elbow with SS304/ Brass/ Plastic inserts suitable for Pressure rating PN16(FTE 90 deg) 220x20 mm dia elbow etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI bend confirming to IS 1239-II, 1991 with latest amendments if any etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Supplying,laying,jointing ,testing and commissioning of 15mm dia G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Provding and fixing water meter with Stop cock, jam nut socket in GI pipe line including cutting and threading the pipe and making long screws inluding cost of all materials labour,HOM of equipments and testing etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Bib cock 20mm nominal bore-NP etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Supplying and fixing of HDPE Water meter box to protect the water meter of class "B" Multijet type of size 15 to 32 mm including HDPE box with base dia.300 mm x lid dia 200 mm x height 250 mm with openable lid and the cover is buried below GL with GI including earth work excavation for 600 mm x 600 mm and base sand filling for 100 mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150 mm thick and refilling with excavated earth for balance 100 mm height, disposal of excess earth with all lead and lifts etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Flow control Valve 10 LPM : Providing, & fixing Flow control valve using food grade materials SS 316 ball / 1/2 " [15mm] including cost of all materials, labour charges, HOM and testing complete as per of following specification. The FCV nominal design is for 10Ltr/Min. Discharges at 0.5 bar pressure loss and should not exceed the flow the range of 7 Lit /Min at 1 bar or more pressure. MOC of valve - Food grade stainless steel SS-316. MOC of Ball stainless steel-316. Flow direction arrow embossed on its outside surface. The Valve should act as flow control valve and non- return valve. Minimum operating pressure- 0.1 kgf( 10 cm head). Designed pressure: 1 meter to 50 meters. Accuracy of valves: + 20% of average flow rate. Orifice size: not be less than 12mm. Ball size: not less than 12 mm. Weight of FCV: not less than 125 gms .Length: not be less than 70 mm.The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small floating particles if any entered in the valve to avoid choking. The FCV shall be got tested from FCRI by the manufacturer as per above standards, The quantum of checking to be done from FCRI is attached herewith. The FCV should be fitted on Saddle, which is fixed on distribution pipeline etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing and Filling infoundation with granite/trapbroke nmetal 100mm. And down size, with approved sand including hand packing, ramming,watering etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Supply and fixing R.C.C Demecration stones of 30cms x 15 cms, and 90 cms. Deep using 1:2:4 c.c and 6 mm dia rods for vertical and stirrups and rendered smooth,including engraving letters "KWB and Arrow" 6mm deep on the top including fixing demecration stones 45 cms below ground level and in CC 1:3:6, 15 cms.Height, with 8cms Offset around the stone and curing for 10 days including earthwork excavaton in all tyos of soil etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi ( Matras commas and the like not to be measured and paid for half letter shall be counted as half) etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

CONSTRUCTION OF VALVE CHAMBER WITH BULK FLOW METER : Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing and laying Reinforced cement concrete of mix design of M-20 Grade with cement @ 320 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @ 0.46 cum, super plasticiser @ 3lts confirming to IS- 9103-1999 reaffirmed 2008 machine mixing,laid in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary as per design and specifications etc., complete for RCC roof slab,top dome,ring beam of all spans (exclusive cost of steel and fabrication charges) etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing TMT bars Fe 500 steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Providing and fixing 60x60cms M.S inspection door with necessary M.Sframe made out of M.S.angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

Supply and delivery of 100mm dia Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates etc., complete as per specification, design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work

PROVIDING AND FIXING PROJECT NAME BOARD : Providing and fixing RCC name board of size 1.35x0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.