Rural Water Supply And Sanitation Department Tender

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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

Rural Water Supply And Sanitation Department - RWSS Tender

Civil And Construction
Civil Works Others
Opening Date9 Apr 2022
Closing Date25 Apr 2022
Tender Amount₹ 1,50,25,417 
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Description

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BOQ Items

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Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1-meter length, 80 mm dia as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them etc., complete as per specifications and as per the directions of the Engineer incharge of the work. Scour Pipes- 1-meter length, 100 mm dia

3

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4467

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Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1-meter length, 80 mm dia as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them etc., complete as per specifications and as per the directions of the Engineer incharge of the work. Ourflow Pipes- 2.75 meter length, 100 mm dia

5

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16785

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Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1-meter length, 80 mm dia as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them etc., complete as per specifications and as per the directions of the Engineer incharge of the work. Ourflow Pipes- 1-meter length, 100 mm dia

3

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4467

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Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1-meter length, 80 mm dia as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them etc., complete as per specifications and as per the directions of the Engineer incharge of the work. Outlet- 2.75 meter length, 150 mm dia

4

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19700

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Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1-meter length, 80 mm dia as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them etc., complete as per specifications and as per the directions of the Engineer incharge of the work. Outlet- 1-meter length, 150 mm dia

3

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5100

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Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot etc., complete as per specifications and as per the directions of the Engineer incharge of the work. - Inlet Pipe 100 mm dia

1

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3172

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Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. - Outlet Pipe 150 mm dia

1

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4897

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Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to v - Overflow Pipe 100 mm dia

1

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3172

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Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to v - Soucr Pipe 100 mm dia

1

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3172

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Providing Duck foot bend confirming to IS 1538 (Part I to XXII) 1978 with latest if any cost of material labour charges etc., complete as per specifications and as per the directions of the Engineer incharge of the work. - For Inlet, Overflow, Scour 100 mm dia

1

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420

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Providing Duck foot bend confirming to IS 1538 (Part I to XXII) 1978 with latest if any cost of material labour charges etc., complete as per specifications and as per the directions of the Engineer incharge of the work. - For Outlet 150 mm dia

1

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800

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Providing 80 mm dia Sluice valve/ scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc., complete as per specifications and as per the directions of the Engineer incharge of the work.- For Inlet, Overflow, Scour Pipe 100 mm dia

3

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11400

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Providing 80 mm dia Sluice valve/ scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc., complete as per specifications and as per the directions of the Engineer incharge of the work. For Lutlet 150 mm dia

1

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4900

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Supply of rubber insertion sheet (3 mm) etc., complete as per specifications and as per the directions of the Engineer incharge of the work.

9.6

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912

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Supply of bolt and nut with washers etc., complete as per specifications and as per the directions of the Engineer incharge of the work.

44.8

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3378.82

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CIVIL WORS: Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. In Ordinary Soil

65.33

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19533.67

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Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. In Hard Soil

32.67

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14636.16

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Excavation by manual means for foundation of buildings, water supply & sanitary lines and electrical conduits etc., either in pits or in trenches 1.50m and above in width, in soft rock without blasting/ ordinary rock not exceeding 1.50mtrs in depth including dressing the bottom and sides of pit and trenches stacking the excavated stuff clear from edges of excavation with lead upto 50mt including cost of explosives, labour, HOM complete as per specifications. In Soft rock with out blasting

10.89

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15474.69

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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) of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work in Ordinary soil

7.2

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1886.4

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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 complete as per specifications. Specification

5.27

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28967.08

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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 a lead of 200 meters with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work

95.73

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9860.19

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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 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 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 etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges)

15.09

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113081.44

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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 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 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 etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) C. Staging of 9.00m per cum

12.04

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155819.27

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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 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 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 etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) C. Staging of 9.00m per cum

27.07

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484493.45

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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 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 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 etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) C. Staging of 9.00m per cum

6.35

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83099.28

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Providing T.M.T 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 complete as per specifications. _do_ TMT bars Fe 500

7.27

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614973.66

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Lift charges for steel of all diameters for additional floors over ground floor per floor height of 3.5 m. or part thereof cost of labour, complete as per specifications. For 3 Mtr Add 3 Lifts

5.45

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12213.45

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Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete.

1

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5700

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Providing and fixing 60x60cms size M.S inspection door with necessary M.S frame made out of M.S. angle 50x50x6mm and M.S. shutter of 31.5mm or B.G. 10 thick with hinges on top and locking arrangement painting etc, complete (R.C.C overhead Tanks and GLSR).

1

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1818

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Providing & fixing enameled gauge plate 3mm thick, 0.23m wide with float thick plastic indicator & flexible nylon wire etc., complete to 2.50 m height.

1

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3382

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Labour charges for fixing puddle flanges in position of RCC including(80mm to 200mm)

4

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1824

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Labour charges for hoisting CI flanged pipe 2.75mtrs length position alligning to plumb and jointing for RCC over head tanks (80 to 200 mm dia).

20

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12320

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Providing 2 coats Snowcem/ Water proof Cement paint of approved colour & shade over one coat of primer including curing etc. complete for RCC over head tank.

472.92

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100731.96

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Providing and fixing copper ligtning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm.including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia 6.8m long suitably joined by collar with all specials, fixed to one of the column etc complete up to 6 m staging.

1

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11739

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Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame.

15

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27315

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Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom etc., complete as per specifications and as per the directions of the Engineer incharge of the work

4

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12396

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Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete as per specifications and as per the directions of the Engineer incharge of the work

65.27

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44318.33

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Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods etc., complete as per specifications and as per the directions of the Engineer incharge of the work

10.58

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4739.84

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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 specifications and as per the directions of the Engineer incharge of the work

1.18

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6485.99

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Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement etc., complete as per specifications and as per the directions of the Engineer incharge of the work

4.99

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30052.77

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Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame 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 as per specifications and as per the directions of the Engineer incharge of the work(for RCC over head tank and G.L.S.R.)

4

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7272

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Providing T.M.T 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 complete as per specifications. _do_ TMT bars Fe 500

0.37

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31298.32



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