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
₹ 6,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RWSSD/2020-21/WS/WORK_INDENT32750Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT32750Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
Earth work excavation for pipeline trenches including depositing on bank upto a lead of 10mtrs. Including shoring and strutting, danger lighting and using sight rails and doning roads at every 100. Mtrs. Wherever necessary as directed in the following Strata. In Ordinary/ Hard soil
1623.24
-
450806.21
Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/1987 and fabricated as per IG124/1984 with ISI mark with its latest amendments 63mm dia
721
-
64890
75mm Dia
120
-
14400
90mm Dia
91
-
14560
110mm Dia
70
-
13300
Providing 15mm dia GM Ferrules as per IS 2692 and with ISI mark rouby body hydraulically tested 2.00HP of size 8mm to 50mm.
1002
-
240480
Providing and fixing chorinated poly venyl chloride(CPVC) pipes confirming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (External work) 15mm nominal OD pipes
8016
-
1010016
GI Spaical:Providing wrought mild steel (galvanized ) 15 mm Dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any
1002
-
38076
GI Spaical:Supply and delivery at site wrought mild steel (galvanized ) 15 mm Dia GI Elbow confirming to IS 1239-II, 1991 with latest amendments if any
2004
-
76152
GI Spaical:Supply and delivery at site wrought mild steel (galvanized ) 15 mm Dia GI Bend confirming to IS 1239-II, 1991 with latest amendments if any
1002
-
65130
GI Spaical:Supply and delivery at site wrought mild steel (galvanized ) 15 mm Dia GI Union confirming to IS 1239-II, 1991 with latest amendments if any
1002
-
55110
Providing 15mm dia GM gland cocks tested against hydraulic pressure of 20kg/msq with ISI mark
1002
-
235470
KSRB 13-5: Provding and fixing water meter with Stop cock, jam nut socket in GI pipe line including cutting and threading the pipe and making long screws inluding cost of all materials labour,HOM of equipments and testing complete as per specifications sepecification No.KBS 13.2.19 /13.16
1002
-
1322640
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
1002
-
531060
Refilling the 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 m.
1460.916
-
159502.81
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, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications.
196.29
-
1099220.07
DISTRIBUTION MAIN : 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.63 mm Dia
7814
-
1015820
75 mm Dia
1260
-
204120
90 mm Dia
952
-
199920
110 mm Dia
742
-
213696
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) 50mm Dia
312
-
123240
Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 50mm Dia
52
-
9100
Supply and delivery at site wrought mild steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. 50mm Dia
17
-
3995
Supply and delivery at site wrought mild steel (galvanized) GI Tee confirming to IS 1239-II, 1991 with latest amendments if any. 50mm Dia
17
-
3315
Providing 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
14
-
40600
100mm Dia
3
-
11400
Providing & supplying of Nuts & Bolts as jointing material @ 1.4 Kg/Joint for valves
23.8
-
1795
Providing & supplying of rubber insertion sheet (3mm) as packing material (0.3 Kg/Joint)
5.1
-
484.5
Providing and laying of RCC pipes NP2 for culverts including pointing ends and fixing collars with cement morter 1:2 including cost of materials, labours, HOM complete as per specifications. Curing complete as per specifications.
130
-
50700
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
578.88
-
678655.76
Cutting in Asphalt road surface
27.18
-
15615.45
Cutting in Macadam road surface
343.8
-
126092.09
Earth work excavation for pipeline trenches including depositing on bank upto a lead of 10mtrs. Including shoring and strutting, danger lighting and using sight rails and doning roads at every 100. Mtrs. Wherever necessary as directed in the following Strata. In Ordinary/ Hard soil
2156.4
-
598875.41
In soft rock without blasting
539.1
-
338296.03
Providing murrum or gravel bedding for the pipeline including watering and consolidation by punners etc. complete with all lead and lift. (in black cotton soil and rock reaches).
254.394
-
69841.33
Refilling the 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 m.
2171.556
-
237090.48
Providing and laying in position plain cement concrete of grade 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, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications.
687.6
-
3850546.25
COFFER DAM: Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments (for intake well connecting pipe line, Jackwell etc ) foundations, bailing out or pumping water during excavation and until completion etc., complete. Including cost of material , labour, HOM complete as per specification. 0.00 to 1.50m height
637.48
-
199811.73
1.50m to 3.00m height
201.82
-
84288.1
INTAKE WELL: Earth work is excavation for foundation of structures by Mechnical means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter, dressing of the sides and leveling the bottum of trench to the extent required, utilising the available excavated earth locally for the work etc., complete
13.1666
-
9448.62
Providing and laying in position plain cement concrete of grade 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 15cms.thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery,curing complete as per specifications.
1.3616
-
7557.1
RCC Steining: Providing and laying vibrated cement concrete proportion M25 with cement @ 340kgs, with 20mm and down size graded granite or trap or basalt jelly metal coarse aggregates @0.70 cum and fine aggregtes @ 0.470 cum, with super plasticisers @ 3liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works including shoring, strutting, form work, bailing out water mixing with machine mixture laying vibrating, curing with all lead & lifts, etc, complete as per specification for well steining
11.5083
-
136211.78
Providing and laying reinforced cement concrete of mix design of M25 grade with cement @ 340kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.70 cum and fine aggregtes @ 0.470 cum, with super plasticisers @ 3liters confirming to IS 9103-1999 reafirmed-2008, machine mixing laid in layers are not more than 15cms thick, well consolidated including centering, form work, vibrating, cutting smooth finishing to the required plumb and face in CM 1:3 proportion, wherever neccessary as per design and specification, etc,. complete for RCC Roof Slab, Top Dome, Ring Beam of all spans (exclusive csot of Steel and fabrication Charges)
1.4507
-
14508.6
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. TMT bars Fe 500
1.2959
-
98107.74
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 per specifications.
4.8254
-
1028.1
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 GLSR)
1
-
1818
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. 200 mm dia CI Rose Pipes in RCC steining wall
3
-
22137
INTAKE PIPE : Earth work excavation for connecting pipeline & depositing the excavated stuff as per direction of the dept. including providing , baricading, danger lighting, shoring, strutting and bailing out water wherever neccessary upto 2.0m depth.
593.08
-
1083818.12
Providing and laying of RCC pipes NP3 for culverts including pointing ends and fixing collars with cement morter 1:2 including cost of materials, labours, curing HOM complete as per specifications. 300 mm Dia
70
-
107240
Refilling the basement 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 m.
588.1345
-
64212.52
JACK WELL: Earth work excavation for foundation of structures by Mechanical means as per drawing and technical specification, including setting out, construction of shoring, strtting, barricadng, danger lighting, bracing, removal of slumps and other deterrious matter, dressing of the sides and leveling the bottom of trench to the extent required, utilising the available excavated earth lically for the work etc, complete. In Hard Rock-any rock cement concrete or RCC excavation of which require the use of mechanical plan. 0.00 to 3.00m depth
117.0867
-
84023.76
3.00m to 6.00m depth
107.3339
-
88516.12
6.00m to 9.00m depth
98.0051
-
92873.55
9.00m to 12.00m depth
89.1004
-
96996.48
Providing and laying in position plain cement concrete of grade 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 15cms.thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery,curing complete as per specifications.
3.0045
-
16675.46
RCC Steining: Providing and laying vibrated cement concrete proportion M25 with cement @ 340kgs, with 20mm and down size graded granite or trap or basalt jelly metal coarse aggregates @0.70 cum and fine aggregtes @ 0.470 cum, with super plasticisers @ 3liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works including shoring, strutting, form work, bailing out water mixing with machine mixture laying vibrating, curing with all lead & lifts, etc, complete as per specification for well steining
66.922
-
792086.12
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 @ 0.69 cum and fine aggregates @ 0.46 cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed- 2008, machine mixed concrete laid in layers not exceeding 15 cms thick vibrated for all works in ground floor level for roof slabs, staircase lintels and beams retaining walls return walls, (any thickness) including attached pilasters, columns, pillars. Posts, struts, buttresses, string or lacing courses, piers, abutments, coping, bed blocks, anchor bocks , plain window cills, fillets ect., including cost of all materials. labour, HOM of machinery, curing, complete as per specifications
3.8878
-
24124.73
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 27.2Kgs, with 12mm and down size graded granite metal coarse aggregates 0.05865 cum and fine aggregates @ 0.0391 cum, with superplastisiser @ 0.225lts machine mixed well compacted for plain chejja of 8.5cm average thickness upto ground floor level including cost of all materials. labour, HOM of machinery, finishing, curing, complete but excluding cost of reinforcement as per specifications.
3.42
-
1776.35
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. TMT bars Fe 500
8.601
-
651149.54
Providing and fixing MS ladder between landing 45cm vide using angles Iron of following size and 20mm MS bars @25cms, c/c with necessary supports of same angle Iron as directed including hand railing on both sides with 25mm dia GI pipes with angle Irons props at 2mts, interval and 0.5mtr height including fixing in ground with CC 1:2:4 and 2 cores of non poisionous anticorrosive bituminous paint with all lead and lift etc., complete. 65mmx65mmx8mm angle Iron frame.
15
-
28953.9
Providing, supplying, fabricating and installation of Structural Steel Girder for Pump installation as per relevant IS specifications with all lead & lifts etc., complete.
1976.796
-
73714.72
Labour Charges for fabricating, welding & placing in posion at site of work 50 mm x 50 mm x 5 mm size MS angle cutting edge with 20 mm dia, 45 cm long, placed at 30 cms MS rods for RCC well curb as per approved design including cleaning the site with all lead & lifts incluidng bailing out water etc. complete.
1.9768
-
50310.75
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 per specifications.
355.266
-
75692.97
Providing and fixing pull and push type roling shutters made out of 18 gauge, 7.5 CM wide cold rolled steel laths of convex corrugations, with side gaudes and bottom rail, with interlocking arrangements for steel laths by meens of alternate and clips, suspentions shaft with high tension coil type springs 2 Nos, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside and outside locking with push and pull operations comlete ncluding pulling hooks, 4No's. hanles with all fitting and accessories, painted with a cost of red lead paint (without top cover) cost of materials, labour, HOM of machinery complete as per specifications. Shutter size 3mx2.8 m Specification
5.5
-
15198.81
Providing and fixing top covers made out off 20 guage MS Sheet cover pull & push rolling shutters bent to shape including cost of red lead primer coat of painting materials, labour,HOM of machinery complete as per specification
2.2
-
1124.02
Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications.
60.48
-
6090.34
Providing and fixing cold rolled prepainted steel windows of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 120gms/sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is approximately 46 x 52mm for external frames, 46x46mm section for shutters, 46x70mm section for centre mullion/transom and 18x31mm section is for fixing glasses. The section should be cut to length joint mitred and assembling by means of corner brackets made out of cold rolled cold annealed strips of 1.2mm thick duly galvanised and fixed with nickle
2.88
-
13432.32
Providing & fixing GI pipe railing of 32mm dia, GI pipe 'B' class in two rows of roof dome flat slab of landing of ELSR, including cutting, welding, threading, painting embedding in CC pillars with all lead and lifts etc., complete.
32.9037
-
22341.61
Supply and delivery of Resilient seated soft sealing Sluice Valves with body,bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stemsealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valvesshould be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized boltsand nuts of required numbers as per relevant IS. 300mm dia for controlling the intake pipe with long shaft & spindle as per requirement.
1
-
63832
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.
178.9618
-
40406
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 6m staging.
1
-
9645
APPROACH BRIDGE: Earth work excavation for foundation of structures by Mechanical means as per drawing and technical specification, including setting out, construction of shoring, strtting, barricadng, danger lighting, bracing, removal of slumps and other deterrious matter, dressing of the sides and leveling the bottom of trench to the extent required, utilising the available excavated earth lically for the work etc, complete. In Hard Rock-any rock cement concrete or RCC excavation of which require the use of mechanical plan.
6.75
-
4843.94
Providing and laying in position plain cement concrete of grade 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 15cms.thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery,curing complete as per specifications.
2.025
-
11239.07
Providing and laying in position reinforced cement concrete of Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates@0.70 cum and fine aggregtes @ 0.47cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008 at 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, RCC Raft of Flash mixers, Floculator, RSF, Raft of Zonal balancing Tanks, Raft of Master Blancing Tank, Raft of IPS/IMP, Side wall and Top Dome for GLSR's, Pure water sump etc.. ., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications
2.871
-
17562.65
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 @ 0.69 cum and fine aggregates @ 0.46 cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed- 2008, machine mixed concrete laid in layers not exceeding 15 cms thick vibrated for all works in ground floor level for roof slabs, staircase lintels and beams retaining walls return walls, (any thickness) including attached pilasters, columns, pillars. Posts, struts, buttresses, string or lacing courses, piers, abutments, coping, bed blocks, anchor bocks , plain window cills, fillets ect., including cost of all materials. labour, HOM of machinery, curing, complete as per specifications
17.79
-
110391.22
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. TMT bars Fe 500
2.48
-
187751.52
Providing & fixing GI pipe railing of 32mm dia, GI pipe 'B' class in two rows of roof dome flat slab of landing of ELSR, including cutting, welding, threading, painting embedding in CC pillars with all lead and lifts etc., complete.
40
-
27160
PUMPING MACHINERY WITH ACCESSORIES Jack Well to Ex-200kl Sump : Supply and delivery of Centrifugal/ VT pumpset at site brand newe best make and with discharge duty confirming to ISI standards and its latest amendments. Head: 48.53 mts and Discharge :1217.965 LPM: 20HP
2
-
128512
Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. 200mm PN-16
1
-
30082
Supply and fixing of ductile iron double flanged swing check valves with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seat faces with nickel overlay micro-finised / Integral seat with body and disc in Ductile Iron in GGG 50 shaft of stainless steel and bearing of zinc free bronze and surface protection with epoxy liquid of GSK quality. 200mm PN-16
1
-
46226
Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour bule RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. 200mm PN-16
1
-
53555
Supply and delivery at site of brand new best make pressure gauge suitable for centrifugal pump confirming to latest IS standards 100mm
1
-
718
Providing, transporting, rolling, lowering, laying & Jointing, testing, commissioning of ERW (Electric Resistance Welded) / SAW (Submerged Arc Welded) MS pipes (Fe-410 grade) conforming to IS 3589-2001with latest amendments including perfect linking and welding of joints to correct position including cost and conveyance of pipes and materials with all lead and lift, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc complete as per detailed specifications with inside CM 1:1.5 lining of minimum 10 mm thick upto 610 mm OD & minimum 12mm thick beyond 610 mm OD and out side minimum 25 mm thick coating in CM 1:3 over 50 x 50 mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangement for procuring water for testing). MS pipe 219mm dia 6mm thick
30
-
93840
Supply and delivery at site brand new best make starter/controle pannel suitable for centrifugal pump confirming with ISI mark and its latest amendments. 10 to 120HP Centrifugal pump
1
-
27150
Providing, supplying and erecting star delta starter suitable for 15HP submersible pump including cost of all accessaries labour charges, etc complete
1
-
87500
Supply of 1.1kv LT/UG cable XLPE or heat resistant PVC insulated, PVC extruded inner seath armoured UG LT cable as per IS 1554 (part-1) or 7098 part-1 armouring strip thickness in average+5% and resistivity 14 ohms per kms (max) as per IS 3975. 3.5 core 95sqmm
50
-
24250
Labour charges for laying of 1.1kv class UG cable in existing trench GI pipe/ stone wear pipe/ on wall/ on pole as required
50
-
1050
Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments
2
-
3150
Supply and delivery of galvanized mild steel tubes heavy class (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover)
3
-
12294
Supply & delivery at site best make or tapatia make and other required make tool sets for operation & maintenance of the above pump sets
1
-
12000
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.
1
-
3692
PUMPING MACHINERY WITH ACCESSORIES Ex-200kl Sump to Ex-200kl MBT : Supply and delivery of Centrifugal pumpset at site brand newe best make and with discharge duty confirming to ISI standards and its latest amendments. Head: 19.449 mts and Discharge :956.973 LPM: 12.5HP
2
-
55882
Supply and fixing LT cable of size 4x25sqmm suitable for monoblock centrifugal pump sets with ISI mark and its latest amendments
30
-
8910
Supply and delivery at site of brand new best make pressure gauge suitable for centrifugal pump confirming to latest IS standards. 80mm
1
-
592
Supply and delivery at site of brand new best make level gauge suitable for centrifugal pump confirming to latest IS standards
1
-
603
Supply and delivery at site brand new best make starter/controle pannel suitable for centrifugal pump confirming with ISI mark and its latest amendments. 10 to 120HP centrifugal Pump
1
-
27150
Supply, delivery, erection and commissioning at site lighting, distribution board suitable for monoblock centrifugal pump confirming with ISI mark and its latest amendments
1
-
2818
Supply, delivery, erection and commissioning at site ELCB suitable for monoblock centrifugal pump confirming with ISI mark and its latest amendments
1
-
3901
Supply and delivery at site of brand new best make foot valve suitable for centrifugal pump above 12.5HP confirming with ISI mark and its latest amendments
1
-
1717
Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments. 80mm
1
-
1575
Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets.
1
-
450
Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.
1
-
1025
Galavanised Mild Steel Tubes: Supply and delivery of galvanized mild steel tubes heavy class (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 80mm (6m piece)
3
-
12294
Labour charges for Providing main connection from pole - PVC insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit, with all necessary materials and labour tools and equipments, as per specifications, with testing of as per instructions of engineer in-charge of work Size 3.5 x 6sqmtr
30
-
4200
Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.
30
-
3690
Providing, Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. with all necessary materials and labour tools and equipments as per specifications,with testing of as per instructions of engineer incharge of work 3 1/2 x 6sqmm
1
-
497
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.
1
-
3692
RAW WATER RISING MAIN:JW to Ex-200kl Sump: 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 In Ordinary/ Hard Soil
485.1
-
66846.78
In Ordinary Rock (not require blasting)
218.7
-
40337.03
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. PE-80 (PN-10)= 200mm
1350
-
1895400
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1meter 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.200MM
262.5
-
697987.5
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
14.4
-
16881.98
Cutting in Cement asphalt road surface
1.2
-
689.42
Cutting in Macadam road surface
9.6
-
3520.9
Providing and laying in position plain cement concrete of grade 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, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications.
19.2
-
107519.62
Providing 80 mm dia Air valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any. 200mm
3
-
13500
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. 200mm
2
-
11000
Supply of bolt and nut with washers
2.8
-
211.18
Supply of rubber insertion sheet (3 mm)
0.6
-
57
Construction of Valve Chambers: 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. In ordinary soil
7.875
-
2495.9
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. In hard soil
6.75
-
3205.44
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.
11.25
-
61306.42
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.
6.825
-
40665.12
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.
13.65
-
3776.41
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
50.6
-
19308.96
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. TMT bars Fe 500
0.5119
-
38754.03
PURE WATER RISING MAIN:Ex-200kl Sump to 200kl MBT: 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 In Ordinary/ Hard Soil
18.9
-
2604.42
In Ordinary Rock (not require blasting)
8.1
-
1493.96
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. PE-80 (PN-10)= 200mm
50
-
70200
PURE WATER GRAVITY MAIN: 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 In Ordinary/ Hard Soil
570.402
-
78601.4
In Ordinary Rock (not require blasting)
244.458
-
45087.83
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.180mm PE-80 PN-10
550
-
628100
160mm PE-80 PN-10
355
-
328020
110mm PE-80 PN-10
474
-
219462
75mm PE-80 PN-10
130
-
31330
Supplying, laying, jointing, testing and commissioning of G.I.Pipes Informing 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) 150mm
60
-
54540
100mm
96
-
80448
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
15.6
-
18288.82
Cutting in Cement asphalt road surface
0.9
-
517.07
Cutting in Macadam road surface
9.6
-
3520.9
Providing and laying in position plain cement concrete of grade 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, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications.
19.2
-
107519.62
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.
1
-
2900
100mm
2
-
7600
150mm
1
-
4900
Supply of bolt and nut with washers
11.2
-
844.7
Supply of rubber insertion sheet (3 mm)
2.4
-
228
Construction of Valve Chambers: 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. In ordinary soil
4.725
-
1497.54
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. In hard soil
4.05
-
1923.26
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.
6.75
-
36783.86
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.
4.095
-
24399.07
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.
8.19
-
2265.85
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
30.36
-
11585.38
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. TMT bars Fe 500
0.3071
-
23249.39
WATER TREATMENT PLANT For the Flow Rate of 85000 LPH : COAGULENT DOSING SYSTEM
1
-
206500
STATIC MIXER FLOCCULATION TANK (SMFT)
1
-
1253000
LAMELLA CHARIFIER
1
-
1305500
CLARIFIED WATER STORAGE TANK
1
-
728000
Providing, Supplying & Installation of Three Phase openwell submersible pump set (1+1 ) (Set of 2 unit)
1
-
277900
FILTRATION
1
-
665000
DISINFECTION
1
-
269500
OVERHEAD TANK OF 1,00,000 LITRES CAPACITY MATERIALS FOR PIPE CONNECTION: Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, 80mm dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them. For Inlet pipe 150mm Dia 2.75m length
5
-
24625
For inlet pipe 150mm dia 1m Length
4
-
6800
For Scour pipe 100mm dia 2.75m length
4
-
13428
For Scour pipe 100mm dia 1m length
3
-
4467
For Overflow 100mm dia 2.75m length
5
-
16785
For Overflow 100mm dia 1m length
4
-
5956
For Bypass 100mm dia 2.75m length
3
-
10071
For Bypass 100mm dia 1m length
3
-
4467
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete. For Inlet pipe 150mm Dia
1
-
4897
100 mm dia (Intlet, Overflow,Scour and for future connection)
4
-
12688
Providing Heavy Class 90� double flanged bend confiming to IS 1538 ( Part I to XXII) 1978 with latest amendment if any cost of materials,labour charges etc. Complete. 150mm dia
1
-
1000
100 mm dia (Intlet, Overflow,Scour and for future connection)
4
-
2360
Providng 80mm dia Bell Mouthed Pipes (flanged) confirming to IS 1538 (Part I to XXII) 1978 with latest amendments if any cost of materials, labour charges etc. Complete. For 100mm dia
1
-
420
For 150mm dia
1
-
650
Providing 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. 150mm dia
1
-
4900
100mm dia
3
-
11400
Supply of rubber insertion sheet (3 mm)(0.3 kg/ joint)
28.2
-
2679
Supply of bolt and nut with washers(1.4 kg/ joint)
68.6
-
5173.81
CIVIL WORKS: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.Raft footing: Ordinary Soil
95.784
-
30357.78
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.Hard Soil
47.892
-
22742.95
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.Ordinary Rock
15.964
-
24045.93
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.Ordinary Soil for pipe
7.2
-
1999.58
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, 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.
6.01
-
32668.44
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 per specifications.
143.27
-
30525.11
Providing and laying Reinforced cement concrete of mix design of M30 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)
17.56
-
133775.94
Providing and laying Reinforced cement concrete of mix design of M30 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)
19.4
-
263794.99
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)
72.17
-
1372949.09
Providing and laying Reinforced cement concrete of mix design of M30 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 9m
11.99
-
170000.93
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.
14.53
-
1100011.96
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
-
6028.22
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 GLSR)
1
-
1818
Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50M height. Enamel gauge plate 3.0m high
1
-
3382
Labour charges for fixing puddle flanges in position of RCC including (80mm to 200mm)
5
-
2280
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).
17
-
10336
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.
362.78
-
81908.47
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
-
11739
Providing & fixing GI pipe railing of 32mm dia, GI pipe 'B' class in two rows of roof dome flat slab of landing of ELSR, including cutting, welding, threading, painting embedding in CC pillars with all lead and lifts etc., complete.
50.43
-
34241.97
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 complete
4
-
12396
Providing and fixing MS ladder between landing 45cms wide using angle iron of following size and 20mm MS bars @25cms center to center with necessary supports of same angles iron as directed including hand railing on both sides with 25mm dia GI pipes with angle iron props @2m interval and 0.5m height including fixing in ground with CC 1:2:4 and 2 coats of nonpoisonous anti corosives bituminous paint with all lead and lift etc complete. 65x65x8mm angle iron frame
18
-
34744.68
Construction of Valve Chambers: 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. In ordinary soil
6.3
-
1996.72
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. In hard soil
5.4
-
2564.35
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.
9
-
49045.14
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.
5.46
-
32532.1
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.
10.92
-
3021.13
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
40.48
-
15447.17
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. TMT bars Fe 500
0.4095
-
31001.71
OVERHEAD TANK OF 1,00,000 LITRES CAPACITY MATERIALS FOR PIPE CONNECTION: Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, 80mm dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them. For Inlet pipe 150mm Dia 2.75m length
5
-
24625
For inlet pipe 150mm dia 1m Length
4
-
6800
For Scour pipe 100mm dia 2.75m length
4
-
13428
For Scour pipe 100mm dia 1m length
3
-
4467
For Overflow 100mm dia 2.75m length
5
-
16785
For Overflow 100mm dia 1m length
4
-
5956
For Bypass 100mm dia 2.75m length
3
-
10071
For Bypass 100mm dia 1m length
3
-
4467
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete. For Inlet pipe 150mm Dia
1
-
4897
100 mm dia (Intlet, Overflow,Scour and for future connection)
4
-
12688
Providing Heavy Class 90� double flanged bend confiming to IS 1538 ( Part I to XXII) 1978 with latest amendment if any cost of materials,labour charges etc. Complete. 150mm dia
1
-
1000
100 mm dia (Intlet, Overflow,Scour and for future connection)
4
-
2360
Providng 80mm dia Bell Mouthed Pipes (flanged) confirming to IS 1538 (Part I to XXII) 1978 with latest amendments if any cost of materials, labour charges etc. Complete. For 100mm dia
1
-
420
For 150mm dia
1
-
650
Providing 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. 150mm dia
1
-
4900
100mm dia
3
-
11400
Supply of rubber insertion sheet (3 mm)(0.3 kg/ joint)
28.2
-
2679
Supply of bolt and nut with washers(1.4 kg/ joint)
68.6
-
5173.81
CIVIL WORKS: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.Raft footing: Ordinary Soil
95.784
-
30357.78
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.Hard Soil
47.892
-
22742.95
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.Ordinary Rock
15.964
-
24045.93
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.Ordinary Soil for pipe
7.2
-
1999.58
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, 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.
6.01
-
32668.44
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 per specifications.
143.27
-
30525.11
Providing and laying Reinforced cement concrete of mix design of M30 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)
17.56
-
133775.94
Providing and laying Reinforced cement concrete of mix design of M30 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)
19.4
-
263794.99
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)
72.17
-
1372949.09
Providing and laying Reinforced cement concrete of mix design of M30 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 9m
11.99
-
170000.93
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.
14.53
-
1100011.96
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
-
6028.22
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 GLSR)
1
-
1818
Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50M height. Enamel gauge plate 3.0m high
1
-
3382
Labour charges for fixing puddle flanges in position of RCC including (80mm to 200mm)
5
-
2280
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).
17
-
10336
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.
362.78
-
81908.47
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
-
11739
Providing & fixing GI pipe railing of 32mm dia, GI pipe 'B' class in two rows of roof dome flat slab of landing of ELSR, including cutting, welding, threading, painting embedding in CC pillars with all lead and lifts etc., complete.
50.43
-
34241.97
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 complete
4
-
12396
Providing and fixing MS ladder between landing 45cms wide using angle iron of following size and 20mm MS bars @25cms center to center with necessary supports of same angles iron as directed including hand railing on both sides with 25mm dia GI pipes with angle iron props @2m interval and 0.5m height including fixing in ground with CC 1:2:4 and 2 coats of nonpoisonous anti corosives bituminous paint with all lead and lift etc complete. 65x65x8mm angle iron frame
18
-
34744.68
Construction of Valve Chambers: 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. In ordinary soil
6.3
-
1996.72
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. In hard soil
5.4
-
2564.35
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.
9
-
49045.14
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.
5.46
-
32532.1
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.
10.92
-
3021.13
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
40.48
-
15447.17
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. TMT bars Fe 500
0.4095
-
31001.71
BULK FLOW METER: 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.
20.25
-
6418.04
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.
2.43
-
13242.19
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.
6.0225
-
35883.62
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.
13.65
-
3776.41
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
59.8
-
22819.68
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. TMT bars Fe 500
0.6022
-
45590.31
Supply and delivery at site CIDE pipes ISI marked (Horizontal CIUDF) of 1 meter length, 150 mm Dia as per ISI 181/1986 with latest amendements if any, the flange should be drilled as per IS-1538/1936, the pipes should be ISI marking on them. 100mm Dia
6
-
8934
Supply and delivery at site CIDE pipes ISI marked (Horizontal CIUDF) of 1 meter length, 150 mm Dia as per ISI 181/1986 with latest amendements if any, the flange should be drilled as per IS-1538/1936, the pipes should be ISI marking on them. 200mm Dia
2
-
5318
Supply and delivery at site CIDE pipes ISI marked (Horizontal CIUDF) of 1 meter length, 150 mm Dia as per ISI 181/1986 with latest amendements if any, the flange should be drilled as per IS-1538/1936, the pipes should be ISI marking on them. 250mm Dia
2
-
8000
Supply and fixing of Horizontal Mechanical Woltman type hermetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1 : 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS. The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected, stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alarms on blocked meter, flow rate above limit, pressure below or above limits. 100mm Dia
3
-
207600
200mm Dia
1
-
102000
250mm Dia
1
-
134800
Rehablitation of Existing 50KL ELSR: Providing 20mm thick cement plaster in single coat with cement mortar 1:3 to stone masonry and concrete surface rounding off all corners wherever required smooth rendering including providing and removing scaffolding cost of materials, labour, curing etc., complete as per specifications.
58.7161
-
17426.94
Providing 12mm thick cement plaster in single coat with cement mortar 1:3 to Ceiling including rounding off all corners wherever required smooth rendering including providing and removing scaffolding cost of materials, labour, curing etc., complete as per specifications.
51.9081
-
12655.19
Providing 2 coats of Snowcem/Water proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loos plastering , removal of vegetation, fungus,cleaning the surface , replastering whereever required in CM 1:3 to the required shape with neccessary scaffolding and curing etc., (including cost of materials)
290.2572
-
65534.27
Providing & fixing copper lighting arrestor with five spikes and 20mm dia copper tubes of suitable length and aluminium strap of 25mm x 3mm including grounding as per specification. The aluminium strap is to be encased in GI conduit of 40mm dia 6.8m long pipe suitably jointed by collars with all specials fixed to one of the columns etc., upto 6.0 m staging.
1
-
11739
Ladder inside the container: providing a anodised aaluminiun ladder using 65mm x32mm (Aprox) 'C' sectionx3.00mm for lader side channels and 25mm dia fluted pipe for Rungs at 250mm C/C Ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia G.I struts with necessary G.I fastners for bracking thje ladder to the Tank walls to prevent Buckling of the ladder with necessary bed for embedding the ladder bottom complete
4
-
12396
Providing 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.100mm
1
-
3800
80mm
1
-
2900
Supply of rubber insertion sheet (3 mm)(0.3 kg/ joint)
1.2
-
114
Supply of bolt and nut with washers(1.4 kg/ joint)
5.6
-
422.35
Construction of Valve Chambers: 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. In ordinary soil
3.15
-
998.36
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. In hard soil
2.7
-
1282.18
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.
4.5
-
24522.57
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.
2.73
-
16266.05
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.
5.46
-
1510.56
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
20.24
-
7723.58
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. TMT bars Fe 500
0.2048
-
15504.64
REHABILITATION EXISTING STRUCTURES For Pump House : Providing and laying red oxide flooring 40mm thick with an under layer of 30mm thick M15 cement concrete, using broken granite metral of 12.5mm nominal size and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide (using 3.5 kg of red oxide per 50 kg of cment) finished with floating coat of neat cement mixed with red oxide (mix of same proporation) including cost of materials, labour curing complete as per specifications.
9
-
6248.7
Providing and applying painting in 2 coats with plastic emulsion paint of approved brand on wall surface to give an even approved shade after throughly brushing the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth cost of materials, labour, complete as per specifications with primer.
32.4
-
3090.96
Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications with primer.
42.992
-
4648.3
Providing and applying enamel metal paint one coat (excluding priming coat) on previously painted steel or other metal surface brushing to give even shade, after cleaning oil, grease, dirt and other foreign matter including cost of materials, labour, complete as per specifications.
19.2
-
1241.47
For 200kl Sump : Providing 2 coats of Snowcem/Water proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loos plastering , removal of vegetation, fungus,cleaning the surface, replastering whereever required in CM 1:3 to the required shape with neccessary scaffolding and curing etc., (including cost of materials)
252.141
-
56928.39
For 200kl MBT: 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.
383.5353
-
86594.6
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
-
11739
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 complete
8
-
24792
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.200mm
1
-
5500
150mm
1
-
4900
Supply of bolt and nut with washers
5.6
-
422.35
Supply of rubber insertion sheet (3 mm)
1.2
-
114
Construction of Valve Chambers: 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. In ordinary soil
3.15
-
998.36
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. In hard soil
2.7
-
1282.18
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.
4.5
-
24522.57
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.
2.73
-
16266.05
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.
5.46
-
1510.56
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
20.24
-
7723.58
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. TMT bars Fe 500
0.2048
-
15504.64
ESTIMATE FOR CHAIN LINK FENCING AROUND ELSRs : 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.
12.5752
-
5971.71
Providing and laying in position plain cement concrete of grade M10 with OPC cement @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes @0.56cum, machine mixed, concrete laid in layers not exceeding 15cms. thick,well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
2.7945
-
15705.43
Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65X65X6mm welded together and fixed in CC (1:2:4) with 2 nos 16mm dia M.S hold fast rods each of length 25cms. Including cost all materials cutting bending scaffolding wherever necessary. Nicely finishing the welded joints with all lead lifts and as per the directions of the Engineer-incharges of the work and including providing two cost of approved quality paint over one coat of shop painting (excluding cost of earthwork and concrete)
345
-
314136.3
Providing chain link fencing 50mm size of 8 guage properly stretched between rectangular poles and fixed with suitable bolts & nuts, the tree ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials. labour and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat f shop paint.
360
-
272844
Providing and fixing M.S. Block pipe of 38mm dia of heavy guage of 14 including removing the bends: cutting the pipe, and fixing pipe in between the two verticle poles (M.S. rectangular poles) and spot welding the chain link with M.S block pipe including cost of all materials wastage in cutting and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc. complete including two coats of approved quality plant over one coat of shop paint.
552
-
238728.96
Providing and fixing MS gate as per chief Architect Drawing using 50mm x50mm 14 guage MS hollow pipe frame work ben to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x16mm square rods for vericals alternatively spaced at 4cms c/c in two halves and 40mm x6mm MS flats for horixontal member and at the top casr iron spikes are provided at alternate verical members as shown in the drawing etc., completed. All the steel surface should thorougly cleaned free of rust and painted with anti corrosive paint (shop paint) etc, complete the work includes cost of the materials labour charges for all items of work hire charges for welding cutting and grinding equipment and elctricity charges, with lead and lift, loading and unloading charges etc complet as per specificiaion
24
-
72288
VALVE CHAMBERS : 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. In ordinary soil
26.775
-
8486.07
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. In hard soil
22.95
-
10898.5
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.
38.25
-
208441.84
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.
23.205
-
138261.42
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.
46.41
-
12839.79
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
172.04
-
65650.46
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. TMT bars Fe 500
1.7404
-
131759.17
THRUST BLOCK: 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. In Ordinary Soil
20.625
-
6536.89
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. In hard Soil
7.5
-
3561.6
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.
2.5
-
13623.65
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.
8.275
-
49304.6
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
48.5
-
18507.6
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. TMT bars Fe 500
0.6206
-
46983.3
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