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.
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Description
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Contact
Tender Id
RWSSD/2020-21/WS/WORK_INDENT26928/CALL-3Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT26928/CALL-3Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
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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. As per the direction of Engineer in charge of the work a)Ordinary / Hard Soil - (Depth upto 3m)
93.61
-
12169.3
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Ordinary Rock (not requiring blasting)
93.61
-
16288.14
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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. As per the direction of Engineer in charge of the work
75.88
-
83923.28
... More
Supplying HDPE pipes 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. a) 63 mm dia As per the direction of Engineer in charge of the work.
763.08
-
99200.4
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75 mm dia
269.13
-
43599.06
... More
90 mm dia
372.9
-
78309
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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 all lead & lifts. (Compacting with vibro roller) As per the direction of Engineer in charge of the work.
234.01
-
24103.03
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Restoration of road : Providing, laying, spreading and compacting specified graded, gravel or any other course material 60% and crushed stone aggregates of granite/trap/basalt 40% in sub-base course, close grading-I including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, spreading in uniform layers with motor grader on a pepared base and compacting with power roller to achieve the desired density including all materials, labour, HOM lighting, guarding, barricading and maintaince of diversion complete as per Specifications. As per the direction of Engineer in charge of the work.
25.29
-
37935
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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. As per the direction of Engineer in charge of the work.
50.58
-
288103.68
... More
Supply and delivery of Resilient seated soft sealing Sluice Valves PE-10 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. As per the direction of Engineer in charge of the work. a) 50 mm
2
-
11620
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80 mm
1
-
8552
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100 mm
1
-
10838
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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 supplied with support tile I (FSL, FSS, SI) should be able to recieve class AA traffic loads. As per the direction of Engineer in charge of the work.
4
-
10940
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NEW FHTC CONNECTION: Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. Cutting in Cement Concrete Road Surface. As per the direction of Engineer in charge of the work.
27.18
-
30061.08
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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. As per the direction of Engineer in charge of the work. (Manual Means). a) in Ordinary Soil/in Hard Soil
68.49
-
17944.38
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In Ordinary rock without blasting
17.12
-
10135.04
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Approved make Electro fusion saddle comply with 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. Alaterial 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 A a fusion voltage of 40 volt AC. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet.EF tapping Saddle is fused by using a top loading pillar type pressure exerting 1500N (150 kilograms approx.) top load on EF Saddle. Fusion time is 170 secs and cooling time is 10mins, Exerted pressure should be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20. As per the direction of Engineer in charge of the work. HDPE Service Saddles a) 63 mm dia
121
-
49973
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75 mm dia
30
-
12390
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Providing and fixing to wall, ceiling and floor, medium density polythelene 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. As per the direction of Engineer in charge of the work.
604
-
64628
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Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any.
302
-
11476
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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. As per the direction of Engineer in charge of the work.
302
-
11476
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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. As per the direction of Engineer in charge of the work.
151
-
8305
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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. As per the direction of Engineer in charge of the work.
151
-
9815
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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) As per the direction of Engineer in charge of the work. a) 15 mm dia
317.1
-
39954.6
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For GI encasing 32 mm dia for drain crossing
113.25
-
31823.25
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Providing, & fixing Flow control valve using food grade materials SS316 ball/1/2"(15 mm) including cost of all materials,labour charges,HOM and testing complete as per of following specification.The FCV nominal design is for 5Ltr/Min Discharges the range of 7 Lit/min at 1 bar or more 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 less than 12 mm.weight of FCV: 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 here with.The FCV should be fitted on Saddle,which is fixed on distribution pipeline. As per the direction of Engineer in charge of the work.
151
-
38505
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Providing and fixing water meter with stop cock, jam nut socket in GI pipe line including cutting and threading the pipe and making long screw includeing cost of materila, labour. Nom and Testing complete as per specification No: KBS 13.2.19/13.16
151
-
199320
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Providing and Fixing in Position Brass Bib cock of approved quality nominal bore including cost of allmaterials , labour and hHOM with alla leads complete aas per specifications. As per the direction of Engineer in charge of the work.
151
-
29445
... More
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height 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. As per the direction of Engineer in charge of the work.
151
-
75500
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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 all lead & lifts. (Compacting with vibro roller) As per the direction of Engineer in charge of the work. Note: Add Rs. 203.00 / cum for earth obtained from borrow pits.
81.54
-
8398.62
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Restoration Of Road: Providing, laying, spreading and compacting specified graded, gravel or any other course material 60% and crushed stone aggregates of granite/trap/basalt 40% in sub-base course, close grading-I including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, spreading in uniform layers with motor grader on a pepared base and compacting with power roller to achieve the desired density including all materials, labour, HOM lighting, guarding, barricading and maintaince of diversion complete as per Specifications. As per the direction of Engineer in charge of the work.
9.06
-
13590
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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. As per the direction of Engineer in charge of the work.
18.12
-
103211.52
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RETROFITTING TO EXISTING FHTC CONNECTION: Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. Cutting in Cement Concrete Road Surface. As per the direction of Engineer in charge of the work.
16.38
-
18116.28
... More
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. As per the direction of Engineer in charge of the work. (Manual Means). a) in Ordinary Soil/in Hard Soil
41.28
-
10815.36
... More
In Ordinary rock without blasting
10.32
-
6109.44
... More
Approved make Electro fusion saddle comply with 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. Alaterial 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 A a fusion voltage of 40 volt AC. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet.EF tapping Saddle is fused by using a top loading pillar type pressure exerting 1500N (150 kilograms approx.) top load on EF Saddle. Fusion time is 170 secs and cooling time is 10mins, Exerted pressure should be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20 As per the direction of Engineer in charge of the work. HDPE Service Saddles a) 63 mm dia
73
-
30149
... More
75 mm dia
18
-
7434
... More
Providing and fixing to wall, ceiling and floor, medium density polythelene 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. As per the direction of Engineer in charge of the work.
364
-
38948
... More
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. As per the direction of Engineer in charge of the work.
182
-
6916
... More
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. As per the direction of Engineer in charge of the work.
182
-
6916
... More
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. As per the direction of Engineer in charge of the work.
91
-
5005
... More
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. As per the direction of Engineer in charge of the work.
91
-
5915
... More
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) As per the direction of Engineer in charge of the work. a) 15 mm dia
191.1
-
24078.6
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For GI encasing 32 mm dia for drain crossing. As per the direction of Engineer in charge of the work.
68.25
-
19178.25
... More
Providing, & fixing Flow control valve using food grade materials SS316 ball/1/2"(15 mm) including cost of all materials,labour charges,HOM and testing complete as per of following specification.The FCV nominal design is for 5Ltr/Min Discharges the range of 7 Lit/min at 1 bar or more 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 less than 12 mm.weight of FCV: 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 here with.The FCV should be fitted on Saddle,which is fixed on distribution pipeline. As per the direction of Engineer in charge of the work.
91
-
23205
... More
Providing and fixing water meter with stop cock, jam nut socket in GI pipe line including cutting and threading the pipe and making long screw includeing cost of materila, labour. Nom and Testing complete as per specification. As per the direction of Engineer in charge of the work.
91
-
120120
... More
Providing and Fixing in Position Brass Bib cock of approved quality nominal bore including cost of allmaterials , labour and hHOM with alla leads complete aas per specifications. As per the direction of Engineer in charge of the work.
91
-
17745
... More
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height 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. As per the direction of Engineer in charge of the work.
91
-
45500
... More
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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits. As per the direction of Engineer in charge of the work.
49.14
-
5061.42
... More
Restoration Of Road: Providing, laying, spreading and compacting specified graded, gravel or any other course material 60% and crushed stone aggregates of granite/trap/basalt 40% in sub-base course, close grading-I including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, spreading in uniform layers with motor grader on a pepared base and compacting with power roller to achieve the desired density including all materials, labour, HOM lighting, guarding, barricading and maintaince of diversion complete as per Specifications. As per the direction of Engineer in charge of the work.
5.46
-
8190
... More
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. As per the direction of Engineer in charge of the work.
10.92
-
62200.32
... More
REPAIRS TO ELSR EXISTING ELSR : 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. As per the direction of Engineer in charge of the work.
288.5
-
61450.5
... More
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. As per the direction of Engineer in charge of the work.
12
-
21852
... More
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, column footing, columns below ground level (exclusive cost of steel and fabrication charges) .As per the direction of Engineer in charge of the work.
0.551
-
3781.51
... More
Providing and laying in position plain cement concrete of mix M15 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,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. As per the direction of Engineer in charge of the work.
4.41
-
25503.03
... More
Supply and delivery of Resilient seated soft sealing Sluice Valaves 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 vaccum tight and 100% leak proof with face dimensions as per BS 5163-89/ is 14846-2000/ DIN 3202 F4/F5. The stem sealing shiold 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. Thw valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relavant IS. As per the direction of Engineer in charge of the work.
3
-
25656
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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 lockingarrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) (RWS BGM circle SR 2019-20 Sl.no. 4.66) (Add 3% Area weightage 1818+3%=1872.54)
1
-
1818
... More
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 As per the direction of Engineer in charge of the work.
100
-
70
... More
CONSTRUCTION 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 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 A) In ordinary soil. As per the direction of Engineer incharge of the work.
4.54
-
1130.46
... More
In hard soil
4.54
-
2033.92
... More
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. As per the direction of Engineer incharge of the work.
1.32
-
7500.24
... More
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 as per specifications. As per the direction of Engineer incharge of the work.
2.14
-
13184.54
... More
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 @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications. Precast slab. As per the direction of Engineer incharge of the work.
0.52
-
3324.88
... More
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 specification .80 kg/cum. As per the direction of Engineer incharge of the work.
0.22
-
15258.32
... More
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. As per the direction of Engineer incharge of the work.
1.92
-
495.36
... More
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons. For vartical wall. As per the direction of Engineer incharge of the work.
18.4
-
6587.2
... More
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. As per the direction of Engineer incharge of the work.
2.1
-
422.1
... More
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 jointingmaterial,conveying to work spot with all lead and lifts etc complete. As per the direction of Engineer in charge of the work. a) 80 mm dia for Inlet & Outlet.
15
-
29520
... More
100 mm dia for Inlet & Outlet
10
-
23990
... More
BULK FLOW METER: Supply and delivery of 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. Note: the above rates are basic rates inclusive of transportation charges, earth work excavation, labour charges, cutting and threading, conveyance, welding and hire charges for tools and plants ets., complete. 100 mm dia. As per the direction of Engineer in charge of the work.
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