Rural Water Supply And Sanitation Department Tender
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.
Costs
EMD
₹ 1,69,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RWSSD/2021-22/WS/WORK_INDENT38072Bid Award Id
ViewTender No
RWSSD/2021-22/WS/WORK_INDENT38072Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 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, columns below ground level (exclusive cost of steel and fabrication charges)
8.3
-
63798.45
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinthin layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming afterwatering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as perspecifications.
40.14
-
9036.32
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 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) For 10.50 mtr Staging
9.43
-
121247.17
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 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) For 10.50 mtr Staging
19.24
-
373009.73
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 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 specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) For 10.50 mtr Staging
4.19
-
66529.83
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.
3.6
-
285393.02
Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank.
265.24
-
63275.65
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 bothways 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
-
6434.4
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., Outside
15
-
30592.8
Ladder inside the container: Providing anodized aluminiumladder 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 complete, Inside.
3.5
-
12148.08
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 (for RCC over head tank and G.L.S.R.), Inspection door
1
-
2036.16
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., At top slab and Side walk way.
37.4
-
28441.95
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 with all lead and lifts etc complete.80mm dia
4
-
9658.88
Labour charges for fixing puddle flanges in position of RCC including (80mm to 200mm)80mm dia
4
-
2087.68
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete,80mm dia
46.5
-
102493.44
Labour charges for hoisting C.I. flanged pipes 2.75mtrs length in position aligning the plumb and jointing for RCC over head tank 80mm to 200mm, 80mm dia
14
-
9658.88
Providing & fixing copper lightning 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., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging.
1
-
10802.4
For additional 1.50mtr staging
7
-
5472.32
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. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801, Name board
10000
-
7800
Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 80mm Dia bend
4
-
1568
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. 80mm Dia valve
4
-
12992
Supply of bolt and nut with washers, bolts and nuts
100
-
8447
Supply of rubber insertion sheet (3 mm), Bolts and nuts
80
-
8512
OHT of 50,000 Ltrs Capacity, 7.5 m Staging 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 50m. including breaking of clods complete as per specifications
26.17
-
8763.81
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 50m. including breaking of clods complete as per specifications
26.16
-
13126.04
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
3.89
-
24459.08
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 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, columns below ground level (exclusive cost of steel and fabrication charges)
8.3
-
63798.45
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinthin layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming afterwatering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as perspecifications.
40.14
-
9036.32
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 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) For 7.50 mtr Staging
6.55
-
80057.77
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 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) For 7.50 mtr Staging
19.24
-
365467.65
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 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 specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) For 7.50 mtr Staging
4.19
-
64887.35
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.
3.6
-
285393.02
Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank.
243.64
-
58122.76
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 bothways 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
-
6434.4
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., Outside
12
-
24474.24
Ladder inside the container: Providing anodized aluminiumladder 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 complete, Inside.
3.5
-
12148.08
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 (for RCC over head tank and G.L.S.R.), Inspection door
1
-
2036.16
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., At top slab and Side walk way.
37.4
-
28441.95
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 with all lead and lifts etc complete.80mm dia
4
-
9658.88
Labour charges for fixing puddle flanges in position of RCC including (80mm to 200mm)80mm dia
4
-
2087.68
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete,80mm dia
46.5
-
102493.44
Labour charges for hoisting C.I. flanged pipes 2.75mtrs length in position aligning the plumb and jointing for RCC over head tank 80mm to 200mm, 80mm dia
14
-
9658.88
Providing & fixing copper lightning 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., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging.
1
-
10802.4
For additional 1.50mtr staging
7
-
5472.32
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. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801, Name board
10000
-
7800
Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 80mm Dia bend
4
-
1568
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. 80mm Dia valve
4
-
12992
Supply of bolt and nut with washers, bolts and nuts
100
-
8447
Supply of rubber insertion sheet (3 mm), Bolts and nuts
80
-
8512
VALVE CHAMBER 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.
44.76
-
22458.78
Providing and laying in position plain cement concrete of gradeM 10 with OPC cement @ 220kgs, with 40mm and down sizegraded granite metal coarse aggregates @0.892cum and fineaggregtes @ 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.
3.48
-
21881.13
Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. For Foundation in cement mortar 1:6
10.2
-
59256.29
Providing 20mm thick cement plaster in single coat with cement mortar 1:4, tostone masonry / concrete surface including rounding off corners wherever required smooth rendering, Providing and removing scaffolding, including cost of materials, labour, curingcomplete as per specifications.
44.28
-
13439.87
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 complete as per specifications.
0.96
-
6110.36
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 (for RCC over head tank and G.L.S.R.)
12
-
24433.92
RISING MAIN Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.In Macadam
1.65
-
639.41
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.In Concrete
2.21
-
2737.57
Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum 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.In Concrete
2.21
-
14130.92
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)
428.29
-
125677.42
Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means - Ordinary / Hard Soil - (Depth upto 3m)
475.88
-
69288.13
Earth work excavatoin for Pipe line trenches (except building works) including depositing on bank with all lead including shoring, sturting barricading danger lighting and using sight rails and boning rods at every 100 m whereever necessary as directed in the following strata iii) in hard laterite rock or hard laterite rock containing iron ore upto 20% by chistelling and trimming to proper slope.
47.59
-
48130.62
Supplying HDPE pipes 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.HDPE PE:100 75 mm 10 ksc
2350
-
560616
Giving hydraulic test for C.I./R.C.C/P.V.C./H.D.P.E or A.C.pipe lines to the pressure equal to 2.1 times the working pressure including cost of supply or water
2350
-
12102.5
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)
428.29
-
49407.53
GRAVITY MAIN UP TO VILLAGE LIMIT Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. In Macadam
1.42
-
550.28
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. In Concrete
1.89
-
2341.18
Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum 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.In Concrete
1.89
-
12084.81
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)
781.25
-
229250
Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means - Ordinary / Hard Soil - (Depth upto 3m)
455.73
-
66354.29
Earth work excavatoin for Pipe line trenches (except building works) including depositing on bank with all lead including shoring, sturting barricading danger lighting and using sight rails and boning rods at every 100 m whereever necessary as directed in the following strata iii) in hard laterite rock or hard laterite rock containing iron ore upto 20% by chistelling and trimming to proper slope.
65.1
-
65839.54
Supplying HDPE pipes 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. HDPE PE:100 75 mm 6 ksc
1460
-
264902.4
HDPE PE:100 63 mm 6 ksc
1755
-
255528
Giving hydraulic test for C.I./R.C.C/P.V.C./H.D.P.E or A.C.pipe lines to the pressure equal to 2.1 times the working pressure including cost of supply or water
3215
-
16557.25
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)
781.25
-
90125
PUMP AND MACHINARY Supply of submersible pump sets suitable for borewells of 150mm dis and confiriming to Indian standars specifications as per IS 834/1989 having the declared duty conditions as detailed below and satisfying the performancecharacterstics for pump and motors with ISI and ISO cerified company, 7.50 HP 12 STG
4
-
167064
Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x4sqm
592
-
63936
Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collers,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments, PVC Column Pipes
472
-
235056
Supply and delivery at site of brand new best make gate valveas per IS 778/1984 with ISI Mark and as per its latest amendments -50mm, Gate valve
4
-
4760
Supply and delivery at site of brand new best make non-returnvalve as per IS 778/1984 with ISI Mark and as per its latestamendments, Non return valve
4
-
4700
Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.63mm, Non return valve
4
-
1200
Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with allnecessary erection of materials and labour including supply anderection of two pair of supporting clamps, bore well caps, cableclips and water tight gland cable protectors, bolts, nuts, valveand gauges, tools and equipments etc., involved in the job. as per specifications, with testing of as per instructions ofengineerincharge of work, Non return valve
4
-
22600
PUMP HOUSE AND ELECTRIFICATION (BORE WELL) Supplying transportation and erection of concood cement concrete box typepump house of size 131cmx56 cm. Pump house
4
-
48684
Supply installing testing and commissioning COMMON CONTROL PANEL consisting of the following INCOMING 1 No.Set of Phase indicating lamps with SFU of suitable 1 No., Analog Ammeter, 1 No Analog Voltmeter 1 No. with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1No. DOL of S/D Starter suitable for respective HP 1 No. Electrical Protection like single Phase preventor, Under voltage Over voltage, Under current Over current Protection suitable for the pump described above 1No. OUTDOOR type. 6 to 10 HP pumps, Panel Board
4
-
58000
Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer incharge of work
4
-
4792
Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.
4
-
14532
Supplying of 4 core 10 sqmm LT UG cable having aluminium conductor PVC insulated, sheathed, galvanised, steel wire/steel tape armoured cable with PVC outer sheathing 1.1 KV class
460
-
59800
Labour charges for laying of 1.1 KV class UG cable when supplied agency in existing trench GI pipe/ stoneware pipe / on wall/ on pole as required.(On wall /structure)
400
-
12000
Digging of trench of 0.6 m deep x 0.50mtr wide refilling the trench to the required ground level and consolidating etc., complete. In soil (hard )
60
-
6120
Providing and filling sand in excavated trench to cover already laid UG cable to a depth of 150mm all - round the cable
60
-
6000
Supplying and fixing of 40mm dia class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/ wall/ drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class.
12
-
4560
Supplying and running 8SWG.copper conductor for grounding &(along with other wires of CTS or conduit system of wiring) usinf if necessary suitable size clamps bolts nuts and washers etc.
160
-
16800
Supply and fixing 15"x12"x2" polished wood board made of not less than 15mm thick plank on both sides with planks made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc
4
-
680
Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired.
4
-
14600
Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machinery.
4
-
1600
Fixing a shunt capacitor of … KVAR capacity with necessary clamps, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor. Up to 5 KVAR
4
-
840
Supplying & fixing of 63 amps Porcelain fuse channel with cut out on existing wooden/ panel using necessary nuts, bolts and washers etc., complete
12
-
2724
HOUSE HOLD CONNECTIONS TO FHTC (TAP CONNECTIONS) Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. In Concrete
7.25
-
8980.72
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. In WMM
5.43
-
2104.23
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)
417.66
-
122558.15
KSRB13-8 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications. internal water supply connection, 20 mm dia pipe
1687.5
-
202230
Providing and Fixing Flow control Valve Using food grade materials SS 316 ball /1/2"(15mm) including cost of all materials, labour charges, How and testing complete as per of following specification. The PCV nominal design is for 10L.tr/Min Discharges at 0.50 bar pressure loss and should not exceed the flow a the range of 7Lit/Min at 1 bar or more pressure. MOC of valve- food grade stainless steel SS- 316 Flow Direction arrow embossed on its outside surface The valve should act flow control valve and non return valve minimum operating pressure - 0.1kgf (10cm head) Designed pressure : 1meter to 50 meters Accuracy of Valves : +20% of average flow rate Orifice size : not be less than 12mm Ball size : not less than 12mm Weight of FC not less than 125gms Length : not be less than 70mm 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 manufactures as per above standards, The quantum of checking to be done from FCRI is attached herewith. The FCV should be fitted and Saddle, which is fixed on distribution pipeline.(approved rate)
225
-
57375
KSRB13-5 Providing and fixing water meter with stop cock, jam nut, socket in G. I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM and testing complete as per specifications., Water Meter
225
-
332640
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijettype of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mm height 250mm with openable lid and the cover is buried below GL with lid flush with GL includingearthwork excavation for 600mmx600mm and base sand filling for 100mm thick overwhich the cover is placed and enclosed by PCC 1:2:4using 12 to 20mm BG jelly for anheight of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed
225
-
126000
KSRB13-6.1-1 : Providing and fixing in position brass bib cock of approved quality 15mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.
225
-
47880
Supplying,laying,jointing ,testing and commissioning of 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 with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing)G.I. Pipe 20 mm dia B class
202.5
-
33566.4
Supply and delivery at site wrought middle steel (galvanized) 20 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any.
450
-
29250
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.
225
-
19125
Providing & Fixing RCC stand post painted in white colour jjm logo &lettering of dimension 1065mmX600mmX75mm with circlar top of dia 100mm & base platform of dimension 475mmX600mmX100mm by making arrangements to FHTC with all lead & lift including excavation curing with all necessary arrangments etc complete (As per approved EIRL rate)
225
-
551250
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)
417.66
-
48181.26
Providing and laying in position plain cement concrete of mix M 20 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 complete as per specifications.
5.43
-
34561.73
FHTC (TAP CONNECTIONS) Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. In Concrete
4.73
-
5859.15
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. In WMM
3.54
-
1371.82
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)
752.4
-
220784.26
Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications. for internal water supply connection, 20 mm Dia pipe
3040
-
364313.6
Providing and Fixing Flow control Valve Using food grade materials SS 316 ball /1/2"(15mm) including cost of all materials, labour charges, How and testing complete as per of following specification. The PCV nominal design is for 10L.tr/Min Discharges at 0.50 bar pressure loss and should not exceed the flow a the range of 7Lit/Min at 1 bar or more pressure. MOC of valve- food grade stainless steel SS- 316 Flow Direction arrow embossed on its outside surface The valve should act flow control valve and non return valve minimum operating pressure - 0.1kgf (10cm head) Designed pressure : 1meter to 50 meters Accuracy of Valves : +20% of average flow rate Orifice size : not be less than 12mm Ball size : not less than 12mm Weight of FC not less than 125gmsLength : not be less than 70mm 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 manufactures as per above standards, The quantum of checking to be done from FCRI is attached herewith. The FCV should be fitted and Saddle, which is fixed on distribution pipeline.(approved rate)
152
-
38760
Providing and fixing water meter with stop cock, jam nut, socket in G. I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM and testing complete as per specifications., Water Meter
152
-
224716.8
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijettype of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mm height 250mm with openable lid and the cover is buried below GL with lid flush with GL includingearthwork excavation for 600mmx600mm and base sand filling for 100mm thick overwhich the cover is placed and enclosed by PCC 1:2:4using 12 to 20mm BG jelly for anheight of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed
152
-
85120
KSRB13-6.1-1 : Providing and fixing in position brass bib cock of approved quality 15mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.
152
-
32345.6
Supplying,laying,jointing ,testing and commissioning of 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 with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing)G.I. Pipe 20 mm dia B class
152
-
25195.52
Supply and delivery at site special moulded variety 25 mm dia PVC service saddles asper IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latestamendments, 63 mm saddle
152
-
15321.6
Supply and delivery at site wrought middle steel (galvanized) 20 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any.
304
-
19760
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.
152
-
12920
Providing & Fixing RCC stand post painted in white colour jjm logo &lettering of dimension 1065mmX600mmX75mm with circlar top of dia 100mm & base platform of dimension 475mmX600mmX100mm by making arrangements to FHTC with all lead & lift including excavation curing with all necessary arrangments etc complete (As per approved EIRL rate)
152
-
372400
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)
752.4
-
86796.86
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 complete as per specifications.
3.54
-
22531.96
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