Karnataka Urban Water Supply And Drainage Board 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
NADocument Cost
NATender Fee
NA
Summary
Providing Water Supply Scheme To Kaup Town & Enroute Villages With Udyavara River As Source
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KUWSDB/2020-21/WS/WORK_INDENT2926Bid Award Id
ViewTender No
KUWSDB/2020-21/WS/WORK_INDENT2926Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
Providing and fillling empty cement bags with sand and clay and placing in watery situation with clay packing etc., for ring bund including cost of bags etc., complete with all lead and lift and as per the direction of Engineer in charge.
770
-
39655
CONSTRCUTION OF 3.00 MTR. DIA INTAKE WELL Earth work excavation for foundation structures by Mechanical 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 sides and levelling the bottom of the trench to the extent required utilising the available excavated earth locally for work etc., complete with all lead and lift and as per the direction of Engineer in charge in ordinary /all soil/ Hard soil including dewatering 0 - 3 m depth
142.87
-
19887.5
-do- Ordinary rock including dewatering 0 - 3 m depth
58.45
-
10848.32
do- In hard rock by controlled blasting. including dewatering 0 - 3m depth
58.45
-
63313.04
do-In hard rock by controlled blasting. 3 - 6m depth including dewatering 3- 6 m depth
20
-
24896
Providing and fixing 3m long 25mm dia TMT dowel bars 1.5m inserted in 50mm dia holes drilled in hard rock and grouting in CM 1:1 including necessary bending, hooking, cutting and handling charges complete, including the cost of steel. (MORTH clause 1200)with all lead and lift and as per the direction of Engineer in charge. --do-- below LWL in open with all lead and lifts
100
-
185900
Providing and laying C.C. 1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap basalt or with any other approved hard aggregate including cost and conveyance of all materials with an all lead & lifts including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete. and as per the direction of Engineer in charge including De-watering
2.49
-
19256.24
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials with all lead & lift, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for floor slab, resting on ground. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs) and as per the direction of Engineer in charge including De-watering
5.55
-
57783.44
Providing and laying Vibrated M30 design mix using 20mm and down size of approved gradation hard granite, trap or basalt broken metal including weigh batch plant mixing, shoring, strutting, plywood/steel form work, curing etc., complete with all lead & lift for all materials, for well curb or RCC cutting edge (Cement @ 400 Kgs) -do- for RCC steining below ground level (including dewatering) and as per the direction of Engineer in charge.
9.71
-
137748.97
-do- for RCC steining above ground level up to 3.5 m height
9.48
-
104582.79
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete. (excluding cost of reinforcement) for R.C.C. covering slab (Flat slab) (Cement @ 400 Kgs) and as per the direction of Engineer in charge.
2.04
-
28902.01
Providing and fabricating fabricating torsteel bars of all sizes for reinforcements for RCC work including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire hoisting etc. with all lead and lift and as per the direction of Engineer in charge.
2.68
-
151168.35
Providing and fixing M.S. Ladder between landing 45 cms. Wide using angle iron of size 65 mm x 65 mm x 10/12 mm and 20 mm MS bars at 25 cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25 mm dia. GI Pipes with angle iron props at 2 mtrs. interval and 0.5 mtr. height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisinous anticorrosive bituminous paint with all lead and lift and as per the direction of Engineer in charge.
11
-
19621.36
Providing and fixing M.S. inspection door of size 60 cms x 60 cms. including MS frame, size 50 x 50 x 6 mm and shutters of 3 mm thickness with hinges at top and locking arrangements, painting with all lead and lift and as per the direction of Engineer in charge.
1
-
1999.8
Prividing and fixing of MS strainer to the DI puddle flanges including all materials,labour.transpotation etc complete.
2
-
20000
Filling alround the well behind steining with available excavated rubble or earth (obtained from the well excavation) including providing and laying necessary graded filter media (6mm to 40 mm. size alround the weep holes) as directed and hand packing wherever necessary without causing damage to well steining with all lead and lift and as per the direction of Engineer in charge.
244.14
-
16650.35
Provision for fixing PVC encapsulated foot steps on the outer face of the well etc., complete with all lead and lifts.
10
-
1090
Providing and laying porous pipes made out of cement jelly 1:4 proportion as per I.S.4350:1967 in nala bed for infiltration gallery including curing etc., and at a place of about 100 mtr. from the site shifting to the site lowering into trenches carefully aligning etc., complete with all lead and lift and as per the direction of Engineer in charge. 700mm dia
3
-
13394.7
Labour charges for laying following filter media in all depth as per specifications in infiltration gallery works including cleaning, screening and placing it under water with all lead and lift and as per the direction of Engineer in charge to the point of laying etc., complete.
10.13
-
6351.51
Collecting and stacking the following filter media at the site of work with all lead & lift (6mm., 10mm., 12mm., 20mm., 40mm., size) and as per the direction of Engineer in charge
10.13
-
12647.3
Providing & laying of 1200mm dia connecting pipeline (1 row) : Earth work excavation for pipeline trenches beyond 600mm and upto 1500mm trench width as per drawing and technical specification ,including setting out ,shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed, removal of slumps and other deleterious matter,dressing of sides and levelling the bottom of the trench to the extent required utilising the available excavated earth locally for work etc.complete in folllowing strata with all lead and lift and as per the direction of Engineer in charge. do-In all soils including dewatering 0 - 2 m depth
300
-
140496
do-In hard rock by controlled blasting. including dewatering 0 - 2 m depth
100
-
209674
Supplying S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (excluding cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S&S RCC pipes with all lead & lift & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning (contractor will make his own arrangements for procuring water for testing) : 1200 mm dia
50
-
529515
Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240kgs,with 40 mm and down size graded granite metal, Coarse aggregates @ 0.878cum and Fine aggregate @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. including dewatering with all lead & lift and as per the direction of incharge in charge.
18.75
-
123538.88
Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggreggate including cost and conveyance of all materials with all lead and lift and placing the same above or below ground level including plywood/ steel form work, machine mixing, laying, tamping, curing, etc. complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick wherever necessary etc., complete and as per the direction of Engineer in charge. for Anchor Blocks / Thrust Blocks. including dewatering.
135
-
919872.45
Providing and fabricating fabricating TMT steel bars of all sizes for reinforcements for RCC work including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire hoisting etc., with all lead and lift and as per the direction of Engineer in charge.
6.75
-
380741.18
Manufacturing, providing, transporting, rolling, lowering, laying and jointing, testing and commissioning of MS specials of minimum 8 mm thick conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials with all 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 lining two coats of food grade epoxy painting of approved make with each coat of 250 micron, thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25 mm thick coating in CM 1:3 by providing 50x50 mm weld mesh including loading and unloading of pipes for the following category to suit PSC/MS/CI/ AC/ DI / PVC Pipes. The weight of the MS shell only be considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer (contractor will make his own arrangments for procuring water for testing) for bend, tail pieces, reducers, testgaps, tees - do- for M.S. Strainers to Intake pipe and MS Spindals arrangements to operate sluice valves, MS flanged tail piece etc., complete : upto and inclusive of 500 mm dia of pipe .
950
-
154850
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation using vibro rollers in layers of 15 cms.,thickness including disposing off the surplus earth with all lead and lift and as per the direction of Engineer in charge.
371.72
-
42115.88
CONSTRUCTION OF 8.00 M X 8.00 M RECTANGLE TYPE JACKWELL CUM PUMPHOUSE: Earth work excavation for foundation of structures by Mechanical 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 sides and levelling the bottom of the trench to the extent required utilising the available excavated earth locally for work etc , including dewatering complete with all lead and lift and as per the direction of engineer in charge. 0 - 3 m depth in Ordinary/ All soils/ Hard soil
1994.98
-
277701.22
-do-In hard rock (requiring blasting) 0 - 3 m depth
498.74
-
540235.17
3 - 6m depth in Ordinary/ All soils/ Hard soil
1398.75
-
221562
.-do- in hard rock by controled blasting
466.25
-
580388
.-do- 6 - 9 m depth. in Ordinary/ All soils/ Hard soil
178.8
-
32613.12
.-do- ordinary rock
536.4
-
131310.72
-do- In hard rock by controled blasting
476.8
-
682014.72
Providing and laying C.C. 1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete. including dewatering with all lead & lift and as per the direction of incharge in charge.
48.77
-
377159.38
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete with all lead & lift and as per the direction of incharge in charge.(excluding cost of reinforcement) for floor slab, resting on ground. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs). including Dewatering
194.95
-
2029708.28
Providing and laying Vibrated M30 design mix using 20mm and down size of approved gradation hard granite, trap or basalt broken metal including weigh batch plant mixing, shoring, strutting, plywood/steel form work, curing etc., complete for all materials with all lead & lift and as per the direction of incharge in charge. (Cement @ 400 Kgs) for RCC steining below ground level including dewatering
189.97
-
2694971.41
-do- RCC steining above ground level upto 3.50 mtrs
53.24
-
587340.49
-do- RCC steining above 3.50 mtrs upto 7.00 mtrs
37.35
-
415822.78
Providing and constructing laterite size stone masonary including cost and conveyance of materials curing etc as per specification for structure in C.M 1:6 (Cement = 45Kg) up to 3.50 mtrs with all lead & lift and as per the direction of incharge in charge.
21.52
-
129363.39
Providing and constructing laterite size stone masonary including cost and conveyance of materials curing etc complete as per specification with all lead & lift and as per the direction of incharge in charge, for structure in C.M 1:6 (Cement = 45Kg) laterite wall above 3.50 m hieght
18.94
-
114753.67
Providing and laying vibrated M30 design mix for RCC work using 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard broken granite, including weigh batch plant mixing cost and conveyance of all materials with all lead and lift. for RCC Works in 15 Cms, thick layers well compacted curing, with necessary plywood/steel form work, centering etc., plastering and smooth finishing to the expose faces in CM 1:4 proportion. 12mm thick etc., complete for main and secondary beams below & above floor level (Cement @400kgs).
15
-
140524.5
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete with all lead & lift and as per the direction of incharge in charge. (excluding cost of reinforcement) for R.C.C. covering slab (Flat slab) (Cement @ 400 Kgs).
25.05
-
354899.63
Providing and laying vibrated cement concrete 1:1�:3 proportion for RCC columns below and above G.L. with 20 mm and down size of approved gradation hard aggregate including cost and conveyance of all materials with plywood or steel form work, centering including machine mixing laying, vibrating and smooth finishing the expoled faces in cm 1:3, 12 mm thick etc., complete (excluding cost of reinforcement) with all lead & lift and as per the direction of incharge in charge.
10.68
-
148285.82
Providing and laying in position reinforced cement concrete of mix M20 with OPC cement @ 24 kgs,with 12mm and down size graded granite metal, Coarse aggregates @ 0.5175cum and Fine aggregate @ 0.345cum, with superplastisiser @ 0.225lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specifications with all lead & lift and as per the direction of incharge in charge.
10.86
-
5674.02
Providing and removing, centering, shuttering, strutting, propping etc., for chejjas, corbels etc.,including edges including cost of all materials, labour, complete as per specifications with all lead & lift and as per the direction of incharge in charge.
9.54
-
3452.53
Providing and fixing pull and push type rolling shutters of approved make out of 18 guage , 75 mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shall with High tension coil type springs two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements for inside and outside locking with push and pull operations complete including pulling hooks. 4 Nos. handles with all fittings and accessories, painted with a coat of red lead paint ( without top cover ) cost of materials, labour, HOM of machinery complete as per specifications. with all lead and lift including Lever arm arrangements for push and pull operation , Mechanical devises chain and cranked operators including fixing charges etc, as directed by the Engineer in charge. Providing lever arm and mechanical devises for opening and closing of Rolling shuuters as directed by the Engineer in charge.
9
-
30309.3
Providing and fixing top covers made out of 20 guage M.S. sheet over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting, materials, labour, HOM of machinery complete as per specifications with all lead & lift and as per the direction of incharge in charge.
3
-
1590.6
Providing and fixing in position anodized aluminium windows and ventilators as per approved drawings with sliding shutters using three track window frame of size 92x31.75mm bottom section 1.3mm thick, weight 1.07kg/m; sides and top sections 1.3 mm, thick, weight 0.933 kg/m.shutter frame section comprising top and bottom section of size 40mmx18mm, wall thickness 1.25mm. weight 0.417 kg./m. shutter side outer 40mmx18mm. wall thickness 1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1 mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber, using aluminium section powderes coated to a minium of 60-70 microns with exterior durable pure polyster grade powder of approved quality etc., complete with all lead & lift and as per the direction of incharge in charge.
17.91
-
85325.03
Providing and fixing M.S. Ladder between landing 45 cms. Wide using angle iron of size 65 mm x 65 mm x 10/12 mm and 20 mm MS bars at 25 cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25 mm dia. GI Pipes with angle iron props at 2 mtrs. interval and 0.5 mtr. height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisinous anticorrosive bituminous paint with all lead & lift and as per the direction of incharge in charge.
28
-
49945.28
Providing and fixing M.S. inspection door of size 60 cms x 60 cms. including MS frame, size 50 x 50 x 6 mm and shutters of 3 mm thickness with hinges at top and locking arrangements, painting with all lead & lift and as per the direction of incharge in charge.
4
-
7999.2
Supplying and fixing lighterning arrestor of aluminum strip 25 mm x 3 mm size including finial and grounding, aluminium strip is to be embeded in one of the columns in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with all specials with all lead & lift and as per the direction of incharge in charge.
1
-
11959.2
Supplying and fixing 40 mm dia. GI medium duty pipes hand railing 3 rows fixed to 1:2:4 vibrated RCC post of size 100 x 150 mm at top and 150 x 150 mm at bottom placed at 2 Mtr. intervals for a height of 750 mm including curing, painting GI Pipes with two coats of anticorrosive steel paint over a primer coat with all lead & lift and as per the direction of incharge in charge. ( Rate per Mtr. is for 3 rows of GI Pipes).
83.2
-
83374.72
Providing 20 mm thick cement plaster in single coat with Cement Mortar 1:3 to stone masonry and concrete surface including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing, complete as per specifications. with all lead & lift and as per the direction of incharge in charge.
1117.69
-
362835.7
Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including printing coat with distemper primer after throughly brooming the surface free from mortor drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, complete as per specifications with all lead & lift and as per the direction of incharge in charge.
250.69
-
30333.49
Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including printing coat with distemper primer after throughly brooming the surface free from mortor drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, complete as per specifications with all lead and lift for applying oil bound washable distemper on ceiling and / or sloping roof as per specifications with all lead & lift and as per the direction of incharge in charge.
64
-
8307.2
Providing and applying enamel metal paints two coats (Excluding Priming coat) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour,complete as per specifications with all lead & lift and as per the direction of incharge in charge.
20.7
-
2163.15
Providing and finishing external walls in two coats with water proof 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 with all lead & lift and as per the direction of incharge in charge.
650.76
-
73015.27
Filling alround the well behind steining with available excavated rubble or earth (obtained from the well excavation) including providing and laying necessary graded filter media as directed and hand packing wherever necessary without causing damage to well steining complete with all lead & lift and as per the direction of incharge in charge. -do- Labour charges for back filling
3326.24
-
226849.57
Earthwork excavation and forming in embankment by manual means in Hard soil. (When earth is taken from bank cutting or from borrow pits ) including breaking of clods, spreading to required line and level, forming, and cost of all labour complete as per specifications including watering the earth to bring the earth upto required optimum moisture content with mechinery including cost of all labour, including rolling to specification with power roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density (ordinary proctor test) including HOM of machineries complete as per specifications with all lead & lift and as per the direction of incharge in charge.
2336.06
-
524211.86
Providing and fabricating fabricating TMT steel bars of all sizes for reinforcements for RCC work including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire hoisting etc., with all lead & lift and as per the direction of incharge in charge.
53.71
-
3029571.63
Manufacturing, providing, transporting, rolling, lowering, laying and jointing, testing and commissioning of MS specials of minimum 8 mm thick conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials 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 lining two coats of food grade epoxy painting of approved make with each coat of 250 micron, thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25 mm thick coating in CM 1:3 by providing 50x50 mm weld mesh including loading and unloading of pipes for the following category to suit PSC/MS/CI/ AC/ DI / PVC Pipes. The weight of the MS shell only be considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer (contractor will make his own arrangments for procuring water for testing) upto and inclusive of 500 mm dia of pipe with all lead & lift and as per the direction of incharge in charge. -do- for bend, tail pieces, reducers, testgaps, tees
632.21
-
103050.23
supply and fixing of DI double flanged wafer type (Concentric) / double eccentncally disc, butterfly valves conforming to DIN 335 / IS 13095 renewable soft seal on the disc and body seat face of nickel weld overlay micro finished / Integral Seat with power or liquid epoxy coating minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504: 80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried oepration with the gear box sealed and lubricated for life time operation.e. -do-1200mm
1
-
864613.6
Supply and erection of extension spindle (45mm nominal dia) with all labour,supervision and materials with wall guide bracket, coupling and operating mechanism etc, complete with all lead & lift and as per the direction of incharge in charge.
300
-
48900
Providing and constructing 450 mm thick dry rubble stone pitching / revetment with pin headers at 2/per sqm including cost of all materials, labour, hand packing, finishing etc., complete including dewatering wherever necessary with all lead & lift and as per the direction of incharge in charge.
1110
-
409301.4
I-SECTION GIRDER : Providing and fixing I-Section girders angles of required section as per IS 800 - 1984 and latest amendments and placing in position as per directions of site engineer incharge including cost of materials required for fabrication as per IS 800 - 1984, 816 - 1956, 819 - 1957, 823 - 1964, and upto date amendaments jointing welding, erecting, etc.,and labour charges for conveying work spot all the steel surfaces thoroughly cleaned and painted as per IS 800 - 1964 with two coats of ready mixed redlead non corrosive primer and finished with two coats of approved paint of dark shade etc., complete for floor of jackwell cum pumphouse as per approved designs. The girders and angles should be procured only after getting the approval to the designs by competent authority with all lead & lift and as per the direction of incharge in charge.
5471.72
-
820758
Providing and supply, cutting, fabricating for M.S Angles ISA 65 x 65 x 6 mm etc., complete including painting and all labour charges with all lead & lift and as per the direction of incharge in charge.
324.8
-
48720
Providing & fixing M.S chequired plate of 7.0 mm thick as per IS for floor of jackwell and making inspection covers 4-6 Nos. including cost of all materials required to cutting, grinding, reviting, bolts and nuts hinges and locking arrangements including painting and all labour charges with all lead & lift and as per the direction of incharge in charge.
3910.4
-
586560
Supply and fabrication charges including welding, leveling, making holes etc. complete for the Steel sections (The beam will be supported on corbel including painting two coats of anti corrosive paint of approved colour over one coat of primer.) etc., with all lead & lift and as per the direction of incharge in charge.
1969.23
-
295384.5
Supply erection and commissioning of CI wheels with ball bearing gears, Pinions, Universal joints,required type of MS rod and 5.0 MT or suitable capacity Spur Geared Indef make/ suitable make chain pully block with 6.0 Mtr lifting chain and all steel materials painting two coats of anti corrosive paint of approved colour over one coat of primer etc., complete
1
-
75000
Electrification of Jackwell cum pump house: Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary upto 50mm conduit cc Floor.
25
-
1000
Supplying and fixing Metal conduit Deep Junction box 19/20mm deep junction box etc., complete
8
-
344
Extra for Groove cutting cc wall to the suitable depth for concealing of conduit and plastering finshing upto wall surface complete. upto 50mm conduit cc Floor.
25
-
950
Supplying and flush mounting teak wooden box without front plank ,made of not less than 12mm thick wood, after due groove cutting , finishing with necessary cement plastering complete 12" x 12" x 3" (300 x 300 x 76mm).
5
-
510
Point wiring Using Copper Wire with Switch :- Supplying and wiring adopting loop system in existing PVC conduit/casing capping using 2x 1.5sqmm (Phase and Neutral) and 1x1.0 sqmm (Earth wire) FRLS multi stand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6 amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. Supplying and wiring adopting loop system in existing PVC conduit/casing capping using 2x 1.5sqmm (Phase and Neutral) and 1x1.0 sqmm (Earth wire) FRLS multi stand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6 amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. loose length in a wood/PVC round block complete for each outlet.Medium point above 3Mtrs up to 6 Mtrs from Tapping point to out let via switch
1
-
275
-do Long point above 6mtrs up to 10 mtrs from tapping point to out let vi switch etc., complete
8
-
3200
Supplying o PVC batten with integrated LED tube 1x4' - 20/22W with high quality diffuser with life of 25000 burning hours and 70% lumen maintenance with CRI > 80. Power input: 220-240V @ 50/60 Hz and power factor >0.9 along with CE approved. 2 years warranty against any manufacturing defect working under standard electrical condition.
5
-
1875
Fixing all Types and all capacities of Fluorescent/ false ceiling/ spot light/CFL / LED Fittings indoor on the wall/ceiling/Rafters/ girders using 23/0.0076" twin Twisted PVC insulated wires, required Nos. of Round blocks and Clamps
5
-
550
Supplying & Fixing of 25mm Dia G.I.Pipe bracket up to 2.0 Mtrs long bent at suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fitting of all capacities to GI or CI or rail or RCC pole/ wall using suitable clamps, bolts and nuts and wiring using suitable capacity wires complete.
4
-
3100
Supplying and Fixing of MODULAR MCB Devices ( Tripper) with Breaking Capacity of 6 KA SP 16-32 Amps
1
-
176
Supplying and fixing Porcelain fuse channel with cut out on exising wooden /panel using necessary nuts, bolts and washers. 16 Amps
2
-
234
Supply of LED street light luminaire with pressure die cast aluminium housing body for optimal themal dissipation. Lamp compartment comprising of anti glare clear diffuser with injection moulded polycarbonate material, delivering superior light output. Rated life burning hrs 50000 hr @ lumen maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP 66 optical and electrical compartment and impact resistance of complete luminaire > IK08. Power factor >0.9 with mains, surge protection - min 5KV along with over voltage / overload, short circuit / miss -wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 and LM 80 adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED light fixture with.....W system power consumption. LED efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI and any government certified agency and design and development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be engraved / embossing on the die cast housing / body part. Warranty of 2 years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and cree / nichia / lumileds / osram make LED source LED street light 40 watts
4
-
13440
Supply and flush mounting power coated/galvanized metal bpx suitable for mounting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C wall. 4-5 way etc., complete
2
-
210
Supplying and fixing superior quality modular swich mounting polycarbonate plate with necessary supporting back plate with required nos of machine screws , bolts nuts etc., complte on the existing metal/PVC box : 4 module.
1
-
125
-do- 6 module
1
-
175
Supplying and fixing of modular switch 6 amps one way Switch etc., complete
5
-
350
-do- 16 amps one way switch
4
-
460
-do- 6 amps 3way socket
2
-
210
Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5mtr long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc., the pipe shall have 16 through holes of 12mm dia etc., complete
2
-
5999.4
CONSTRUCTION OF RCC APPROACH BRIDGE AND TRANSFORMER PLATFORM : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits 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 after breaking of clods complete as per specifications with all lead & lift and as per the direction of incharge in charge.
901.35
-
296454.02
Earth work excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavatin after breaking of clods complete as per specifications.
904.8
-
445885.44
Providing and laying in position plain cement concrete of nominal mix 1:3:6 using 40mm down size graded granite metal machine mixed, concrete laid in layers not exceeding 15cm thick, well compacted in foundation and plinth, including cost of materials, labour, HOM of machinery, curing complete as per specifications with all lead & lift and as per the direction of incharge in charge.
98.3
-
615938.95
Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.70cum and Fine aggregate @ 0.47cum, 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 foundation plinth and ground floor level for retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc,, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications with all lead & lift and as per the direction of incharge in charge.: for Column Footing
258.91
-
1801412.93
Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.70cum and Fine aggregate @ 0.47cum, 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 foundation plinth and ground floor level for retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc,, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications with all lead & lift and as per the direction of incharge in charge. : For Columns upto 3.5 m height.
95.1
-
686049.5
Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.70cum and Fine aggregate @ 0.47cum, 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 foundation plinth and ground floor level for retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc,, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications with all lead & lift and as per the direction of incharge in charge..: For Columns above 3.5 m height.
34.97
-
254580.9
Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.70cum and Fine aggregate @ 0.47cum, 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 foundation plinth and ground floor level for retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc,, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications with all lead & lift and as per the direction of incharge in charge. For Beams, bracings, roof slabs for approach bridge.
175.75
-
1267856.98
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 specifications with all lead & lift and as per the direction of incharge in charge.
282.47
-
81718.57
Providing and removing centering, shuttering, strutting, propping etc., for columns, pillars, piers, abutments, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specificaiton with all lead & lift and as per the direction of incharge in charge.
791.4
-
396966.24
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specificaitons with all lead & lift and as per the direction of incharge in charge.
342.37
-
109969.24
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons with all lead & lift and as per the direction of incharge in charge.
780
-
519948
Providing T.M.T steel reinforcement for RCC 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 and wastages shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications with all lead & lift and as per the direction of incharge in charge.
52.98
-
4125033.4
Supplying & fixing 40mm dia G.I. medium duty pipes hand railing 3 rows fixed to 1:2:4 vibrated R.C.C post of size 100 X 150mm at top and 150 X 150 mm at bottom placed at 2 Mtr intervals for a height of 750mm including curing, painting G.I. pipes with two coats of anticorrosive steel paint over a primer coat with all lead & lift and as per the direction of incharge in charge. (Rate per Mtr is for 3 rows of G.I. Pipes).
280
-
280588
Providing and fixing MS gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage MS hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16mm x 16mm square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mm x 6mm MS flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members as shown in the drawing etc., complete. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, loading and unloading charges, etc. complete with all lead & lift and as per the direction of incharge in charge.
9
-
29818.8
Yard lighting to Jackwell : Supplying and wiring adopting loop system in existing PVC conduit/casing capping using 2x 1.5sqmm (Phase and Neutral) and 1x1.0 sqmm (Earth wire) FRLS multi stand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6 amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. 3Mtrs to 6Mtrs form Taping point outlets
15
-
4125
Supplying and wiring adopting loop system in existing PVC conduit/casing capping using 2x 1.5sqmm (Phase and Neutral) and 1x1.0 sqmm (Earth wire) FRLS multi stand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6 amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. 3Mtrs to 6Mtrs form Tapingpoint outlet via switchbox
15
-
3750
Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in a existing gang box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 - 6Amps 3/5 way
20
-
2640
Supplying and fixing of 32 Amps security and energy saving DP switch with key tag suitable to operate on 230volts 50Hz Ac supply & completely wired on existing box etc., complete.
18
-
12240
Supplying of recess mounting non integral type 2'x2'/1'x4' LED 34-36W luminarie comprising of pressure decast / extruded aluminium housing, with spring loaded fase ceiling clamps, power LEDs with CCT 6500 degree K, CRI> 70%, efficacy >100 lumen per watt, 120 degree beam spread, life> 25000 burning hours and complaince to IS 10322 / IEC 60598, LM 79 and LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LEDs are driven by HF electronic driver integrated in a separate control gear assembly, with PF> 0.95, power loss should <5% of lamp wattage, short circuit and open circuit protection to be integrated in the circuit, THD less than 20%, life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS approved and tested by NABL/CPRI accredited laboratory with 2 years warranty against any manufacturing defect working under standard electrical condition. LED modular down light 2'x2' / 1'x4' 34-36 watt
20
-
104000
Supply of LED street light luminaire with pressure die cast aluminium housing body for optimal themal dissipation. Lamp compartment comprising of anti glare clear diffuser with injection moulded polycarbonate material, delivering superior light output. Rated life burning hrs 50000 hr @ lumen maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP 66 optical and electrical compartment and impact resistance of complete luminaire > IK08. Power factor >0.9 with mains, surge protection - min 5KV along with over voltage / overload, short circuit / miss -wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 and LM 80 adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED light fixture with.....W system power consumption. LED efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI and any government certified agency and design and development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be engraved / embossing on the die cast housing / body part. Warranty of 2 years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and cree / nichia / lumileds / osram make LED source
5
-
16800
Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with injection moulded polycarbonate / clear glass material, delivering superior light output. rated life burning Hrs 50000 hr @ lumen maintenance of 70%, CCT > 5500K, IP 66 optical and electrical compartment and impact resistance of complete luminaire > IK08. Power factor >0.9 with mains, surge protection - Min 5KV along with over voltage / overload, short circuit / miss-wiring protection, compatible for pole mouting with outer dia of 40mm to 50mm. Universal voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 and LM 80 adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED light fixture with 240W system power consumption. LED efficiency >130lm/w, nominal CRI>75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI and any Government certified agency and design and development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be engraved / embossing on the die cast housing / body part. Warranty of 2 years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and cree / nichia / lumileds / osram make LEDE source
10
-
185750
Supplying & fixing of 40mm dia class A G.I.pipe bracket up to 2.7 Mtrs long terminated with a reducing collar of 40/25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail / RCC / wall / tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires.
5
-
6060
Fixing all types and all capacities fluorescent/false ceiling/spot light/CFL / LED fittings indoor on the wall/ceiling/rafters/girders using 23/0.0076" twin twisted PVC insulated wires required no.s of round blocks and clamps.on wall/ceiling /rafter/girders
10
-
1100
Supplying of 1.1 KV LT UG cable XLPE or heat resistant PVC insulated, PVC extruded inner sheath armoured UG LT cable as per IS -1554 (Part -1) or IS:7098 Part-I, Armouring strip thickness in average +5% and resistivity 14 Ohmskms (Max) as per IS-3975 - 2 core 10 sqmm
100
-
9500
Fabricating, supplying and erecting swaged tubular pole of height…….having 3 sections, and providing 2 coats of red oxide paint and finished with two coats of enameled paint of approved quality and colour and MS base plate of suitable size welded at the bottom of the pole (as per IS) and 40mm dia GI / Flexible PVC pipe of 1.00 mtr length fitted to the heavy guage poly carbonate control box including 5 way connector of size 167 x 125 x 82mm for 7.5m pole / 200 x 160 x 98mm for remaining length of pole with front opening cover, with locking arrangements and suitable capacity MCB / DP switch. The pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of planting depth of the pole to the ground level and the coping CC shall be upto 0.6m above ground level as per IS 2713-7. Erection of heavy duty pole on footpath and median 9MT (5MT Hb, 165.1mm dia 4.85mm thick x 2m Hm, 139.7mm dia 4.50mm thick x 2m Ht, 114.3mm dia 3.65mm thick) as per IS 410SP32
3
-
39600
Supplying & fixing of TPST with rewirable porcelain channels in SM enclosure. Made out of 14SWG POWDER COATED PAINT OF APPROVED COLOUR. 100 amps
2
-
12540
Supplying and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc (a) For 10" x 8" x 1.5mm
3
-
270
-do- (b) For 12" x 12" x 2mm
1
-
150
Supplying and fixing electro Microprocessor based Electronic timer 3 to 120 sec setting.
1
-
1155
Supplying and fixing regular MCCB distribution panel confirming to IS 8828, on wall/woodboard/flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCCBs as an incomer for 3 phase double door with necessary bus bar completely wired to use on 440Volts 3 phase 4 wire powder coated painting etc., complete with a provision for fixing of single / three phase suitable capacity MCCB/MCBs as outgoings confirming to IS8828 - 4 Way
5
-
35000
Supplying and fixing regular MCB distribution boards on wall/woodboard/flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCBs single phase/3 phase/single door with powder coated painting. Made out of 14 SWG MS enclosure. III- Double door 12way TP & N
2
-
11700
Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5mtr long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc., the pipe shall have 16 through holes of 12mm dia
1
-
2999.7
Labour charges for laying of 1.1Kv vlass UG cable in existing trench GI pipe/stone ware pipe/on wall/on pole as required 6 sqmm to 16 sqmm.
100
-
1188
Digging of trench of 0.6m deep x 0.5m wide refilling the trench to the required ground level and consolidating etc., complete.
100
-
7600
Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes 25 sqmm long barrel
50
-
1000
406.00 (OD), 6.4 mm thick MS rising main: Earth work excavation for pipeline trenches beyond 600mm and upto 1500mm trench width as per drawing and technical specification ,including setting out ,shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed, removal of slumps and other deleterious matter,dressing of sides and levelling the bottom of the trench to the extent required utilising the available excavated earth locally for work etc.complete in folllowing strata with all lead and lift and as per the direction of Engineer in charge. (0-3m depth) In all soils
3138.02
-
448736.86
-do- In ordinary rock
1344.86
-
257406.2
Earth work excavation for pipeline trenches (except building works) including depositing on bank including danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata with all lead and lift and as per the direction of Engineer in charge. (0-2 m) In all soils including soil mixed with boulders up to 30cm size and exclusive of disintegrated rock.
2092.01
-
602917.28
..do.. In disintegrated rock, soft shale and medium hard rock comprising of lime stone, sand stone hard shale, schiest. Flssured rock without resorting to blasting
298.86
-
194617.63
- do - in latrite rock upto 20% iron ore by chistelling
298.86
-
296857.64
- do - in latrite rock above 20% iron ore by chistelling
149.43
-
314774.3
- do - in hard rock by chistelling
149.43
-
392029.61
Cutting Road Surface for Pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classification with all lead and lift and as per the direction of Engineer in charge. Cutting of macadum road surface
150
-
57090
-do- Cutting asphalt road
100
-
69850
-do- Cutting Concrete road
500
-
700700
Providing groove cutting for width of 5mm to 10mm and depth 8mm-100mm in cluding cost of cutting machine, generator and HOM of machinery, inlcuding cost of blade, coolant etc., including cleaning of groove and providing sand and hot bitumin fillars, and filler metal etc., including cost of conveyance of all materials, labour, and all other incidental charges as per drawing and as per specification with all lead and lift and as per the direction of Engineer in charge. Cutting Concrete road
2000
-
297000
Removing cobble stones of 80 mm thick inerlock pavement and stacking of materials neatly and disposing of unused materials as directed including barricading, danger lighting etc. Complete with all lead and lift and as per the direction of Engineer in charge.
500
-
17500
Providing Murrum/gravel Bedding for the pipeline trenches including watering and consolidation by punners etc., complete(In Black Cotton and rock reaches) with all lead and lift and as per the direction of Engineer in charge.
300
-
85470
Manufacturing, 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 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) with all lead and lift and as per the direction of Engineer in charge. 406.00 (OD), 6.4 mm thick MS rising main
5000
-
28094500
Manufacturing, providing, transporting, rolling, lowering, laying and jointing, testing and commissioning of MS specials of minimum 8 mm thick conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials 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 lining two coats of food grade epoxy painting of approved make with each coat of 250 micron, thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of pipes for the following category to suit PSC/ MS/ CI/ AC/ DI/ PVC pipes.The weight of the MS shell only be considered before lining and coating for arriving at the rate with all lead and lift and as per the direction of Engineer in charge. The thickness of plate will be specified by the engineer. (contractor will make his own arrangements for procuring water for testing). Note: No Negative tolerance in respect of thickness is permissible: upto & inclusive of 500 mm dia of pipe
7016.61
-
1143707.43
Supply and delivery of resaliient seated soft sealing Sluice valves with body,bonnet of ductile iron of grade GGG40, wedge fully rubber lined with EPDM and seats 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 0 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 of GKW/KITO/NEXO/TECHMAN or any other equivalent international approved brand .The valvesconforming to relevant ISS wih latest amendments as detailed above of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead & lift and fixing of valves. The rate is inclusive of cost of Bolts & Nuts.PN 10 working pressure 80 mm dia, PN 1.0
10
-
190003
-do 200 mm dia, PN 1.0 for scour valve
5
-
319550.5
-do- 400 mm dia, PN 1.0 for control valve
2
-
267957.4
Supply, conveying to worksite, loading, unloading stacking and fixing of single chamber triple function tamper proof (Both the orifices to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. 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 gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valve shall have drain plug of not less than 15 mm nominal pipe thread complete with all lead & lift and as per the direction of incharge in charge. The valves should be designed for all the three functions i.e., l. Large orifice for venting of large air volumes on start up. Large orifice for intake of large air volumes. Small orifice for discharge of pressurized air during operation. 80 mm Dia
10
-
230211
Supplying and fixing of valves of Board approved make conforming to relevant ISS with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete and fixing CI valves with tail pieces. The rate is inclusive of cost of jointing material and C.I. tail pieces etc., with all lead and lift and as per the direction of Engineer in charge. 350 mm dia C.I. Check valve 150 class
1
-
39939.9
Surge-anticipating valve: 200 mm size, PN 25 model 77-16-RE to be installed in the pump site downstream the check valves.lt has to be set to open instantly on low-pressure wave of the pumps stop (when the pressure drops to 20m), remains open for 20sec until returning flow arrives, releases most of it back to the sump, and then starts closing through 60sec.In addition, the valve is equipped with a quick- relief feature, that re-opens it when the pressure rises above 55m due to surge generated in the air valve at suitable chainage with all lead and lift and as directed by the Engineer in charge :
1
-
1000000
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness including disposing off the surplus earth with all lead and lift and as per the direction of Engineer in charge.
6824.08
-
773168.26
Supplying and providing of S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (excluding cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S&S RCC pipes & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning (contractor will make his own arrangements for procuring water for testing) with all lead and lift and as per the direction of Engineer in charge. 500 mm dia for drain crossing.
100
-
321820
Providing and laying cement concrete 1:2:4 (M-150) proportion (excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggreggate including cost and conveyance of all materials with an initial lead of 5 kms, and lift of 2 mtrs, and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick wherever necessary, etc., complete for Anchor Blocks/Thrust Blocks.
373.18
-
2542800.01
Support Pillars: Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240kgs,with 40 mm and down size graded granite metal, Coarse aggregates @ 0.878cum and Fine aggregate @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing completewith all lead and lift and as per the direction of Engineer in charge.
26.16
-
166865.22
Providing and laying vibrated M25 design mix for RCC works (excluding cost of reinforcement) with 20mm and down size of approved gradation hard broken granite, trap,basalt or with any other approved hard aggregate including weigh batch plant mixing and conveyance of all materials with all lead and lift laid in 15cms thick, layers well consolidated vibrating curing smooth finishing the exposed faces wherever necessary plywood / steel form work, centering etc., complete with all lead and lift and as per the direction of Engineer in charge. for independent/combined footing, raft, beams below ground level (minimum Cement @ 360Kgs)
20.63
-
153026.53
Providing and laying vibrated cement concrete 1:1�:3 proportion for RCC Columns below and above G.L. with 20 mm and down size of approved gradation hard aggregate including cost and conveyance of all materials with plywood or steel form work, centering including machine mixing laying, vibrating and smooth finishing the expoled faces in cm 1:3, 12 mm thick etc., complete with all lead and lift and as per the direction of Engineer in charge. (excluding cost of reinforcement)
95.39
-
1324436.73
Providing and fixing MS strap of size 50 mm x 6 mm of suitable length with tow nos of MS foundation bolts and nuts 20 mm dia x 0.30 mm length to be fixed in concrete pillar support including paint with tow coats of best approved paint etc., complete with all lead and lift and as per the direction of Engineer in charge.
125
-
62500
Providing and fabricating TMT steel bars of all sizes for reinforcement of R.C.C. works including conveying steel to workspot with all lead including cleaning straighteing, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc.,with all lead and lift and as per the direction of Engineer in charge.
220.14
-
1714010.04
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry,cement concrete, wood works,steel works, including T& P and scafolding wherever necessary,sorting the dismentled material,disposal of unserviseable material and stacking the serviceable material with all lead and lift and as per the direction of Engineer in charge. Cement concrete
125
-
62425
Dismantling of existing structures like culverts,bridges,retaining walls and other structures comprising of masonry,cement concrete, wood works,steel works, including T& P and scafolding wherever necessary,sorting the dismentled material,disposal of unserviseable material and stacking the serviceable material with all lead and lift and as per the direction of Engineer in charge. . Rubble stone masonry in cement mortar
500
-
193050
Pure water RCC 15 LL sump: Earthwork in excavation for foundations of structures by Mechanical 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 sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., complete with all lead and lift and as per the direction of engineer in charge. do- Ordinary / all soils / Hard soil (Depth upto 3m)
480
-
45936
-do- Ordinary rock (Not requiring blasting )
320
-
40832
-do- Hard rock- any rock excavation by using mechanical plant/ machinery
640
-
476608
3 - 6 m depth -do- Hard rock- any rock excavation by using mechanical plant/ machinery
560
-
458735.2
Providing and laying CC 1:1.5:3 proportion for foundation (Screed layer) with 20mm and down size of approved gradation hard broken granite trap basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead & lifts including plywood/steel form work machine mixing, laying, tamping, curing etc., complete with all lead and lift and as per the direction of engineer in charge.
73.9
-
444836.62
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials with all lead & lift, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete with all lead and lift and as per the direction of engineer in charge. (excluding cost of reinforcement) for floor slab, resting on ground. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs).
178.6
-
1452828.84
--do-- for vertical side wall alround effluent channel, baffels etc., complete with outisde form finishing (Cement @ 400Kgs)
113.5
-
1661882.89
Providing and laying vibrated M30 design mix for R.C.C. Works using 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or any other approved hard broken granite, including weight batch plant mixing cost and conveyance of all materials with all lead & lift for RCC works in 15cms thick layers well compacted curing, with necessary plywood/steel form work, centering etc., smooth finishing to the expose faces in CM 1:4 proportion 12mm thick etc complete with all lead and lift and as per the direction of engineer in charge. for main and secondary beams below & above floor level (Cement @ 400 Kgs).
31.2
-
247527.38
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials including weigh batch plant mixing, centering, plywood/steel form work, scaffolding, cement mortar, tamping, curing,plastering in CM 1:3 proportion, 12mm. thick for inside surface etc complete with all lead and lift and as per the direction of engineer in charge.(excluding cost of reinforcement) for RCC covering slab (Flat slab) '---do-- for RCC covering slab (flat slab) (Cement @ 400Kgs)
60.1
-
843632.11
-do-- for RCC dome with plastering outside and inside with CM 1:3 proportion 12mm thick (Cement @ 400Kgs)
26.6
-
472813.4
Supplying and labour charges for fabricating tor steel bars of all sizes for reinforcement of RCC works including conveying steel to workspot including cleaning starightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting complete with all lead and lift and as per the direction of engineer in charge.: TMT bars Fe 500
41
-
2312650.1
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of size 65 mm x 65 mm x 8 mm and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift and as per the direction of engineer in charge.
12
-
26756.4
Providing and fixing R.C.C. finial and ventialators as per approved design and specification with form work and protected with wire mesh. The plinth to be of R.C.C. circular pillars and canopy with an ornamental finish at top. The first 22.50 Cms. height to be covered with RCC panelling as per detailed drawing with all lead and lift and as per the direction of engineer in charge.
1
-
5082.88
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements painting with all lead and lift and as per the direction of engineer in charge.
2
-
3999.6
Providing and fixing Enamelled guage with iron sheet of 3 mm to 4 mm thickness, 0.23 Mtr. width with copper floats indicators and flexible nylon wires, painting figures with approved enamelled gauge plate with all lead and lift and as per the direction of engineer in charge. -do-- enamelled gauge plate - 0 to 3 mtr depth
1
-
5960.24
Supplying & fixing of C.I. 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 lift and as per the direction of engineer in charge.{300mm}
5
-
62434
Supplying of DI flanged pipe conforming to IS 8329 : 2000 with latest amendments with cement mortar lining (CML) with portland slag cement as per IS 455 : 1989 and Metalic Zinc coating as per annex A of IS 8329 and flanges : Metallic zinc rich epoxy paint & Bituminous coating, laying tre to line and hoisting in position and aligning to correct plumb including cost of jointing material, conveying to work spot with all lead and lift and as per the direction of engineer in charge. 400mm Dia PN 10
60
-
1178688
Labour charges for making flanged joints including cost of jointing materials comprising of ruber insertion, bolts and nuts and white lead including giviing hydraulic test to the required pressure as per ISS with all lead and lift and as per the direction of engineer in charge.( Contractor will make his own arrangement for procuringing water for testing) . {400mm}
20
-
6050
Supplying and delivery to work site, loading, unloading, stacking and fixing of Resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of grade GGG40/50, wedge fully rubber lined with EPDM and seals of NBR and valves should be of vaccum tight and 100% lead 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 electristatic powder coating both inside and outside pocket less body passage. The valves shell be supplyed with suitable size galvanized bolts and nuts of required number as per relevant IS etc., complete with all lead and lift and as per the direction of engineer in charge.. .PN 10 working pressure-400mm dia
2
-
267957.4
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth with all lead and lift and as per the direction of engineer in charge.
1728
-
195782.4
Providing and finishing external walls in two coats with water proof 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 with all lead and lift and as per the direction of engineer in charge., ---do with primer---
708.7
-
79516.14
Pump House In WTP : Earthwork excavation for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5 m and above in width, in Hard soil not exceeding 1.5 m in depth including dressing the bottom and sides of pits and trenches,stacking the excavated soil clear from edges of excavation with all lead after breaking clods complete as per specifications
22
-
10841.6
Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240kgs, with 40mm and down size granite metal coarse aggregates @ 0.878 um and fine aggregates @ 0.459 cum machine mixed, concrete laid in layers not excceeding 15 cms thick, well compacted in foundation and plinth including cost of all materials , labour, HOM of machinery, curing complete as per specifications.
11
-
69078.9
Providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1:6 ( uncoursed ), bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications.
9
-
40243.5
Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. aprat in each course including cost of materials, labour, curing complete with all lead & lift and as per the direction of incharge in charge.
7
-
50227.1
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.64cum and Fine aggregate @ 0.43cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete with all lead & lift and as per the direction of incharge in charge.
1.2
-
7501.56
Providing and constructing laterite size stone masonry including cost and conveyance of materials curing etc with all lead & lift and as per the direction of incharge in charge. for superstructure in C.M. 1:6 (Cement= 45 kgs/m3)
20
-
119856
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.878 cum and Fine aggregate @ 0.459cum, 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 foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete with all lead & lift and as per the direction of incharge in charge.
29
-
192644.1
Providing and laying in position reinforcement cement concrete of design mix M20 with OPC cement @ 24kgs, with 12mm and down size graded granite metal coarse aggregates @ 0.5175 cum and fine aggregates @ 0.345 cum, with superplastisiser @ 0.225 lts machine mixed, well compacted for plain chajja of 7.5 cms. Average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete with all lead & lift and as per the direction of incharge in charge.
8
-
4100.8
Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings cantiliver girders, bressumers and lintles not execeeding 1.0 Mtr. in depth including cost of all materials, labour, complete as per specification with all lead & lift and as per the direction of incharge in charge.
22
-
5082
Providing and removing, centering, shuttering, strutting, propping etc.,and removal of form work for flat surface such as roofs, landing, balconies and likes, thickness upto 200 mm including cost of all maerials, labour, complete as per specifications wwith all lead & lift and as per the direction of incharge in charge.
71
-
31864.8
Providing and removing, centering, shuttering, strutting, propping etc., for chejjas, corbels etc.,including edges including cost of all materials, labour, complete as per specifications. with all lead and lift..
8
-
2895.2
Extra for providing throating or drip moulding to RCC chajja with plastering (labour charges only) as per specifications with all lead & lift and as per the direction of incharge in charge.
18.6
-
675.18
Providing T.M.T steel reinforcement for RCC 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) cost of materials, labour, HOM of machinery completewith all lead & lift and as per the direction of incharge in charge.
25.9
-
201657.92
Providing 20 mm thick cement plaster in single coat with cement mortor 1:3 to stone masonry and concrete surface including rounding off all corners wherever required sooth rendering providing and removing scafolding including cost of all materials labour curing complete with all lead & lift and as per the direction of incharge in charge.
200
-
54120
Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing completewith all lead & lift and as per the direction of incharge in charge.
30
-
7788
Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing completewith all lead & lift and as per the direction of incharge in charge.
14.33
-
2254.11
Providing and fixing pull and push type rolling shutters of approved make out of 18 gauge, 75mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shaft with high tension coil type springs two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside and outside locking with push and pull operations complete including pulling hooks, 4nos. handles with all fittings and accessories, painted with a coat of red lead paint (without top cover) cost of materials, labour, HOM of machinery complete as per specifications with all lead & lift and as per the direction of incharge in charge. Shutter size 3mx2.8m.
6
-
17206.2
Providing and fixing top covers made out of 20 gauge M.S. sheet over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting, materials, labour, HOM of machinery complete with all lead & lift and as per the direction of incharge in charge.
3
-
1590.6
Providing and fixing in position anodized aluminium windows and ventilators as per approved drawings with sliding shutters using three track window frame of size 92x31.75mm bottom section 1.3mm thick, weight 1.07kg/m; sides and top Sqm 2,747.00 sections 1.3 mm, thick, weight 0.933 kg/m.shutter frame section comprising top and bottom section of size 40mmx18mm, wall thickness 1.25mm. weight 0.417 kg./m. shutter side outer 40mmx18mm. wall thickness 1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1 mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.;providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading all aluminium sections anodised 12 to 15 microns thick including cutting to required length, joints mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor with all lead and lift and as per the direction of engineer in charge.
13
-
61933.3
Providing and laying vitrified tiled flooring of 20 mm thick, with an under layer of 30mm thick M15 cement concrete, using broken granite metal 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 cement ) finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete with all lead & lift and as per the direction of incharge in charge.
60
-
44814
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 powedered material, free from mortar drops and other foreign matter cost of materials, labour, complete with all lead & lift and as per the direction of incharge in charge. - do- with primer
107
-
12005.4
Providing and applying two coats with oil bound washable distemper of approved brand, and shade on wall surface including priming coat with distemper primer after thoroughly brooming the surface free from mortor drops and other foerign matter including preparing the the surface even and sand paper smooth, cost of materials, labour, complete with all lead & lift and as per the direction of incharge in charge.
102
-
12342
Extra over item for applying distemper over cieling and / or sloping roof as per specifications etc., complete with all lead & lift and as per the direction of incharge in charge.
28
-
3634.4
Applying red lead ready mix priming coat over new steel or other metal surface including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, and scoured with wire brushes, fine steel wool, sand papers including cost of materials, labour, complete with all lead & lift and as per the direction of incharge in charge.
17.4
-
784.74
Providing and applying enamel metal paint two coats (excluding priming coat) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete with all lead & lift and as per the direction of incharge in charge.
17.4
-
1818.3
Filling available excavated earth (excluding rock) in sides of foundation upto plinth in layers not exceeding 20 cms in depth compacting each deposited layer by ramming, after watering including cost of all labour complete as per specifications with all lead & lift and as per the direction of incharge in charge.
22
-
4864.2
Compound wall to WTP : Earthwork in surface excavation in Hard soil for levelling and lowering the ground manually ( other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables ) and removing the excavated stuff with all lead and lifts, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications with all lead and lift and as per the direction of Engineer in charge.
37.97
-
18711.62
Excavation 1.5 m. and above in width in soft rock without blasting for foundations of buildings, watersupply, sanitary lines and electrical conduits either in pits or in trenches not exceeding 1.5 m. in depth, stacking the excavated soil clear from edges of excavation with all lead and lifts. including cost of explosives, labour and HOM of equipment complete as per the direction of Engineer in charge.
88.59
-
138475.03
Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240kgs,with 40 mm and down size graded granite metal, Coarse aggregates @ 0.878cum and Fine aggregate @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation ,including cost of all materials, labour, HOM of machinery, curing complete with all lead and lift and as per the direction of Engineer in charge.
21.09
-
134525.52
Providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1:6 ( uncoursed ), bond stones at two m. apart in each course including cost of materials, labour, curing complete with all lead and lift and as per the direction of Engineer in charge.
80.69
-
363543.95
Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. aprat in each course including cost of materials, labour, curing complete with all lead and lift and as per the direction of Engineer in charge.
44.67
-
321807.15
Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240kgs,with 20 mm and down size graded granite metal, Coarse aggregates @ 0.878cum and Fine aggregate @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete with all lead and lift and as per the direction of Engineer in charge.
13
-
85653.62
Providing and constructing laterite size stone masonry including cost and conveyance of materials curing etc complete as per specification for superstructure in C.M. 1:6 (Cement= 45 kgs/m3) with all lead & lift and as per the direction of incharge in charge.
111.04
-
641845.62
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.878 cum and Fine aggregate @ 0.459cum, 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 foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete with all lead and lift and as per the direction of Engineer in charge.
1.16
-
7858.48
Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete with all lead and lift and as per the direction of Engineer in charge.
1392.38
-
452008.32
Providing raised and cut pointing to coursed stone masonry with cement mortar 1:3, 20mm, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications with all lead and lift and as per the direction of Engineer in charge.
198.54
-
45362.42
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 specification with all lead and lift and as per the direction of Engineer in charge.
2.4
-
694.32
Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for columns, pillars, piers, abutments, post and struts, squar/ rectangular/ polygonin plan including cost of all materials, labour, complete as per specification with all lead and lift and as per the direction of Engineer in charge.
7.56
-
3792.1
Providing T.M.T steel reinforcement for RCC 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) cost of materials, labour, HOM of mchinery completewith all lead and lift and as per the direction of Engineer in charge.
0.98
-
7630.28
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 powedered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications - do- with primer
1392.38
-
156225.04
Providing and fixing MS gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage MS hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16mm x 16mm square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mm x 6mm MS flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members as shown in the drawing etc., complete. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, with lead and lift, loading and unloading charges, etc. complete with all lead and lift and as per the direction of Engineer in charge. Gate size: 3.50 X 2.00
10.5
-
34788.6
Filling available excavated earth (excluding rock) in sides of foundation upto plinth in layers not exceeding 20 cms in depth compacting each deposited layer by ramming, after watering with all lead and lift and as per the direction of Engineer in charge.
126.56
-
27982.42
Supplying, laying, jointing and commissioning of pure water rising main pipeline from WTP to Zonal reservoirs: Earth work excavation for pipeline trenches beyond 600mm and upto 1500mm trench width as per drawing and technical specification ,including setting out ,shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed, removal of slumps and other deleterious matter,dressing of sides and levelling the bottom of the trench to the extent required utilising the available excavated earth locally for work etc.complete in folllowing strata. 0-2 m depth do-In all soils with all lead and lift and as per directions of engineer in charge.
5535.43
-
657609.08
-do-In ordinary rock
2372.33
-
375777.07
Earth work excavation for pipeline trenches (except building works) including depositing on bank upto a lead of 30 metres including danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata with all lead and lift etc., Complete. 0-2 m depth In all soils including soil mixed with boulders up to 30cm size and exclusive of disintegrated rock.
8303.14
-
2392964.95
..do.. In disintegrated rock, soft shale and medium hard rock comprising of lime stone, sand stone hard shale, schiest. Flssured rock without resorting to blasting.
1186.16
-
772427.39
- do - in latrite rock upto 20% iron ore by chistelling.
1186.16
-
1178212.73
- do - in latrite rock above 20% iron ore by chistelling.
593.08
-
1249323.02
- do - in hard rock by chistelling.
593.08
-
1555945.38
Cutting Road Surface for Pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classification with all lead and lift etc., Complete. Cutting of macadum road surface
600
-
228360
-do- Cutting asphalt road
400
-
279400
-do- CuttingConcrete road
750
-
1051050
Providing groove cutting for width of 5mm to 10mm and depth 8mm-100mm in cluding cost of cutting machine, generator and HOM of machinery, inlcuding cost of blade, coolant etc., including cleaning of groove and providing sand and hot bitumin fillars, and filler metal etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specification. for Cutting Concrete road
6000
-
891000
Removing cobble stones of 80 mm thick inerlock pavement and stacking of materials neatly and disposing of unused materials as directed including barricading, danger lighting etc. Complete
2000
-
70000
Providing Murrum/gravel Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lifts (In Black Cotton and rock reaches) with all lead and lift etc., Complete.
663.75
-
189102.37
Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials, (excluding cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lift including cost of jointing materials. (contractor will make his own arrangements for procuring water for testing). 400 mm dia DI Pipe,K-9
13400
-
73907700
-do- 250 mm dia DI Pipe, K-9
950
-
2732105
Manufacturing, providing, transporting, rolling, lowering, laying and jointing, testing and commissioning of MS specials of minimum 8 mm thick conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials with all lead and lifts, 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 lining two coats of food grade epoxy painting of approved make with each coat of 250 micron, thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of pipes for the following category to suit PSC/ MS/ CI/ AC/ DI/ PVC pipes. The weight of the MS shell only be considered before lining and coating for arriving at the rate.T(contractor will make his own arrangements for procuring water for testing). Note: No Negative tolerance in respect of thickness is permissible. For Bends,Tail pieces , Reducers, Test gaps,Tees upto & inclusive of 500 mm dia of pipe
6693.75
-
1091081.25
Supply and delivery of resalient seated soft sealing Sluice valves with body,bonnet of ductile iron of grade GGG40, wedge fully rubber lined with EPDM and seats 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 0 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 of GKW/KITO/NEXO/TECHMAN or any other equivalent international approved brand .The valvesconforming to relevant ISS wih latest amendments as detailed above of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead & lift and fixing of valves. The rate is inclusive of cost of Bolts & Nuts.PN 10 working pressure 400 mm dia, PN 1.0
3
-
401936.1
-do-250 mm dia, PN 1.0
3
-
136040.1
-do-200 mm dia, PN 1.0
3
-
90385.8
-do-150 mm dia, PN 1.0
2
-
38000.6
-do- 80 mm dia, PN 1.0
29
-
248735.9
Supply, conveying to worksite, loading, unloading stacking and fixing of single chamber triple function tamper proof (Both the orifices to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. 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 gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valve shall have drain plug of not less than 15 mm nominal pipe thread complete with all lead and lifts. The valves should be designed for all the three functions i.e., l. Large orifice for venting of large air volumes on start up. Large orifice for intake of large air volumes. Small orifice for discharge of pressurized air during operation. Material of construction Operating Valve Body : Reinforced Nylon Drainage Elbow : Polypropylene Rolling Seal : E.P.D.M. Rubber Operating Assy : Elastomer+Reinforced Nylon + Stainless Stell Clamping Stem : Reinforced Nylon O Ring Seal : BUNA-N Bolt and Nut : Stell Zinc cobalt coated Cover : Ductile Iron ASTM A 536 Kinetic Sealing Ass : Elastomer+Reinforced Nylon + Stainless Stell + Natural Rubber Nozzle : Bronze Body : Ductail Iron ASTM A 536 80 mm Dia
29
-
667611.9
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation using vibro rollers in layers of 15 cms., thickness including disposing off the surplus earth with all lead and lift etc., Complete.
19769.38
-
2239870.75
Supplying and providing of S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (excluding cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S&S RCC pipes with all lead & lift & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning (contractor will make his own arrangements for procuring water for testing) casing For 400 mm dia DI Pipe,
25
-
80455
-do- For 250 mm dia DI Pipe,
20
-
45814
Providing and laying cement concrete 1:2:4 (M-150) proportion (excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggreggate including cost and conveyance of all materials with an initial lead of 5 kms, and lift of 2 mtrs, and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick wherever necessary, etc., complete for Anchor Blocks/Thrust Blocks.
362.7
-
2471390.65
KSRB 4-1.1: Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240kgs,with 40 mm and down size graded granite metal, Coarse aggregates @ 0.878cum and Fine aggregate @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2
12.78
-
81519.02
Providing and laying vibrated M25 design mix for RCC works (excluding cost of reinforcement) with 20mm and down size of approved gradation hard broken granite, trap,basalt or with any other approved hard aggregate including weigh batch plant mixing and conveyance of all materials with all lead and lift laid in 15cms thick, layers well consolidated vibrating curing smooth finishing the exposed faces wherever necessary plywood / steel form work, centering etc., complete for independent/combined footing, raft, beams below ground level (minimum Cement @ 360Kgs)
6.3
-
46731.32
Providing and laying vibrated cement concrete 1:1�:3 proportion for RCC Columns below and above G.L. with 20 mm and down size of approved gradation hard aggregate including cost and conveyance of all materials with all lead lift. with plywood or steel form work, centering including machine mixing laying, vibrating and smooth finishing the expoled faces in cm 1:3, 12 mm thick etc., complete. (excluding cost of reinforcement)
12.78
-
177443.14
Providing and fixing MS strap of size 50 mm x 6 mm of suitable length with tow nos of MS foundation bolts and nuts 20 mm dia x 0.30 mm length to be fixed in concrete pillar support including paint with tow coats of best approved paint etc., complete as per specification. )
50
-
25000
Providing and fabricating TMT steel bars of all sizes for reinforcement of R.C.C. works including conveying steel to workspot with all lead including cleaning straighteing, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc., complete with all lead and lift etc.,
190.89
-
1486273.36
Dismantling of existing structures like culverts,bridges,retaining walls and other structures comprising of masonry,cement concrete, wood works,steel works, including T& P and scafolding wherever necessary,sorting the dismentled material,disposal of unserviseable material and stacking the serviceable material with all lead and lifts complete as per specifications. Cement concrete of grade M10 and below
225
-
112365
Dismantling of existing structures like culverts,bridges,retaining walls and other structures comprising of masonry,cement concrete, wood works,steel works, including T& P and scafolding wherever necessary,sorting the dismentled material,disposal of unserviseable material and stacking the serviceable material with all lead and lifts complete as per specifications. Rubble stone masonry in cement mortar
500
-
193050
Trenchless Technology by ramming and jaking method:-Providing ERW (Electric Resistance Welded)/ SAW(Submerged Arc Welded) / Fabricated at site MS pipes (Fe-410 grade) conforming to IS 3589-2001 with latest amendments.(Contractor will make his own arrangement for procuring water for testing) complete with all lead and lift and as per the direction of Engineer in charge. 914 mm OD 10 mm thick
120
-
1446240
Installation of product pipe by Pipe Ramming method including making of entry and exit pits, all related civil works like excavation, shoring/strutting, etc., and restoration of site after completion.( In Soft Soil).To Cross SNh- Ind STT SR,with all lead and lift and as per the direction of Engineer in charge including dewatering.
120
-
6115920
Construction of 5LL OHT and 10 LL OHT on 15m staging(zone 1,2 & 3):- Earth Work Excavation for foundations of structures by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting,barricading, danger lighting, bracing, removal of slums and other deleterious matters, dressing of sides and levelling the bottom of trench to extent required utilising the available excavated earth locally for the work etc., complete with all lead and lift and as per the direction of Engineer in charge. -do- in ordinary soil/All soils/Hard soil (Depth upto 3m)
420.35
-
40227.5
-do- in ordinary rock(not requiring blasting) (Depth upto 3m)
780.65
-
99610.94
Providing and laying C.C. 1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap basalt or with any other approved hard aggregate including cost and conveyance of all materials with an all lead & lifts including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete. with all lead and lift and as per the direction of Engineer in charge.
80.58
-
485046.48
Providing and laying vibrated M25 design mix for RCC works (excluding cost of reinforcement) with 20mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including weigh batch mixing plant cost and conveyance of all materials with all lead and lift laid in 15cms thick, layers well consolidated vibrating curing smooth finishing the exposed faces wherever necessary plywood / steel form work, centering etc., complete for independent/combined footing, raft, beams below ground level (Cement @ 360Kgs).
577.86
-
4286374.79
Providing and laying vibrated M25 design mix for RCC work (Excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials including weigh batch plant mixing plywood/steel form work, centering, scaffolding, curing, smooth finishing the exposed faces in C.M. 1:3 12 mm thick as per designs etc. complete with all lead and lift and as per the direction of Engineer in charge. for RCC Shaft (Cement @ 360Kgs). Above GL upto 6.0 M height
108.78
-
1675850.54
-do- Above 6.0 M upto 9.0 M height
53.89
-
857372.12
-do- Above 9.0 M upto 12.0 M height
54.7
-
897816.81
-do- Above 12.0 M upto 15.0 M height
42.5
-
718983.98
Providing and laying vibrated M30 design mix for RCC work (Excluding cost of reinforcement) with 20 mm and down size of approved gradation hard, broken granite, trap, basalt or any other approved hard aggregate with smooth finishing the exposed faces in C.M. 1:3 12mm thick including cost and conveyance of all materials including weigh batch plant mixing, plywood/steel form work, centering, scaffolding, curing, as per designs etc., complete with all lead and lift and as per the direction of Engineer in charge. for columns, braces and ring beam above ground level (Cement @ 400 Kgs). Above 12 mtr upto 15mtr height
28.4
-
687624.78
Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken. granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials with all lead & lift, plywood/steel form work, centering, scaffolding, smooth finishing the exposed faces in C.M. 1:3 12 mm thick and CM plastering 1:3 proportion 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing etc., and reservoir given satisfactory water proof testing as per directions, etc., complete with all lead and lift and as per the direction of Engineer in charge. for conical shell portion, bottom dome/slab,side wall and ribs over the staging. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs).Above 12 mtr upto 15mtr staging .
249.65
-
6812933.52
Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken. granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials plywood/steel form work, centering, scaffolding, smooth finishing the exposed faces in C.M. 1:3 12 mm thick and CM plastering 1:3 proportion 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing etc., and reservoir given satisfactory water proof testing as per directions, etc., complete with all lead and lift and as per the direction of Engineer in charge. ,for Side Wall over the staging. (contractor will make his own arrangements for procuring water for testing) with all lead and lift and as per the direction of engineer in charge.. Above 12 mtr upto 15 mtr staging .
114.45
-
3660401.7
Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials above staging including weigh batch plant mixing, centering, plywood/steel form work, scaffolding, tamping, curing, cement mortar plastering 1:3 proportion 12 mm thick for both inside and outside surface etc., complete with all lead and lift and as per the direction of Engineer in charge. (Cement @ 400 Kgs).for Top Dome / Slab, Above 12 mtr upto 15 mtr staging .
79.31
-
2410210.28
Supply and Labour charges for fabricating TMTsteel bars of all sizes for reinforcement of RCC works including conveying of steel to work site including cleaning, straightening, cutting, bending, hooking,fabricating placing in position, lapping and / or welding whereever required tieing with binding wire of approved quality and guage including cost of binding wire anchoring to the adjoining members wherever necessary as per design specification and direction. etc., complete with all lead and lift and as per the direction of Engineer in charge. Above12mtr upto 15mtr staging .Fe 500
121.61
-
7118562.96
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of size 65 mm x 65 mm x 8 mm and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift and as per the direction of Engineer in charge. 65x65x10/12 mm angle iron.
105
-
210325.5
Providing and fixing R.C.C. finial and ventialators as per approved design and specification with form work and protected with wire mesh. The plinth to be of R.C.C. circular pillars and canopy with an ornamental finish at top. The first 22.50 Cms. height to be covered with RCC panelling as per detailed drawing with all lead and lift and as per the direction of Engineer in charge. - 5 LL capacity
2
-
14746.6
-do for 10 LL capacity
1
-
7884.8
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements painting with all lead and lift and as per the direction of Engineer in charge.
3
-
5999.4
Providing and fixing Enamelled guage with iron sheet of 3 mm to 4 mm thickness, 0.23 Mtr. width with copper floats indicators and flexible nylon wires, painting figures with approved enamelled gauge plate with all lead and lift and as per the direction of Engineer in charge.
3
-
29330.4
Providing and fixing lightening arrestor of aluminum strip 25 mm x 3 mm size including finial and grounding aluminum strip is to be embedded in one of the columns in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with all specials with all lead and lift and as per the direction of Engineer in charge.
3
-
62881.5
Supplying & fixing of C.I. 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 lift and as per the direction of Engineer in charge. - 150mm Dia
3
-
14838.3
-do- 200mm Dia
12
-
89731.2
-do- 250mm Dia
6
-
58029.6
-do- 400 mm dia
1
-
19644.8
Supplying & laying of CI flanged pipe true to line /hoisting of CI flanged pipes confirming to IS 7181-1986 with latest amendments,in position and aligning to correct plumb including conveying to work spot with all lead and lift and as per the direction of engineer in charge. - 150mm Dia
57
-
209993.7
-do- 200mm Dia
264
-
1371664.8
-do- 250mm Dia
114
-
784627.8
-do- 400 mm dia
20
-
280032
Labour charges for making flanged joints including cost of jointing materials comprising of ruber insertion, bolts and nuts and white lead including giviing hydraulic test to the required pressure as per ISS ( Contractor will make his own arrangement for procuringing water for testing) with all lead and lift and as per the direction of engineer in charge. - 150mm Dia
31
-
4057.9
-do- 200mm Dia
132
-
18585.6
-do- 250mm Dia
57
-
8778
-do- 400 mm dia
11
-
3327.5
Providing and fixing following diameters CI Duck Foot Bends as per IS standards with latest amendments with all lead and lift and as per the direction of engineer in charge. - 150mm Dia
3
-
10500
-do- 200mm Dia
12
-
60000
-do- 250mm Dia
5
-
30000
-do- 400 mm dia
1
-
12000
Supply and delivery of resaliient seated soft sealing Sluice valves with body,bonnet of ductile iron of grade GGG40, wedge fully rubber lined with EPDM and seats 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 0 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 of GKW/KITO/NEXO/TECHMAN or any other equivalent international approved brand .The valvesconforming to relevant ISS wih latest amendments as detailed above of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete and fixing of valves with all lead & lift and as per the direction of incharge in charge.. The rate is inclusive of cost of Bolts & Nuts.PN 10 working pressure - 150 mm Dia
3
-
57000.9
-do- 200mm Dia
12
-
361543.2
-do- 250mm Dia
5
-
226733.5
-do- 400mm dia
1
-
133978.7
Supplying & fixing 40 mm dia G.I. medium duty pipes hand railing 3 rows fixed to 1:2:4 (M-150) vibrated R.C.C. post of size 100 x 150 mm at top and 150 x 150 mm at bottom placed at 2 Mtr. intervals for a height of 750 mm including curing, painting G.I. pipes with two coats of anticorrosive steel paint over a primer coat with all lead and lift and as per the direction of Engineer in charge. ( Rate per Mtr. is for 3 rows of GI Pipes).
346.18
-
346906.98
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation using vibro rollers in layers of 15 cms., thickness including disposing off the surplus earth , complete with all lead and lift and as per the direction of Engineer in charge.
586.13
-
66408.53
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220 kgs with 40mm and down size graded granite metal coarse aggregates @ 0.892 cum and fine aggregates @ 0.465cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete with all lead and lift and as per the direction of Engineer in charge.
49.86
-
312418.27
Providing two coats of water proof cement painting of approved colour and shade over one coat of primer including scraping the surface with wire brushes etc., before removal of scaffolding for new R.C.C. over head tanks and cleaning of paint stains wherever necessary with all lead and lift and as per the direction of Engineer in charge.
4223.02
-
1119522.6
Providing and fixing 1mm thick M.S. sheet garage door with frame and diagonal braces of size 40x40x6 mm angle Iron, 3.15 mm thick M.S. Gusset plates at the junctions and corners, with handles, stoppers and locking arrangements etc., including applying a priming coat of red lead paint cost of materials, labour, HOM of machinery complete with all lead and lift and as per the direction of engineer in charge. Double leaf door.
12.6
-
37823.94
Providing and applying enamel metal paints two coats (Excluding Priming coat) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, iabour,complete as per specificationswith all lead and lift and as per the direction of engineer in charge.
25.2
-
2633.4
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung / top hung 2/3 openable 1/3 fixed as per approved drawings using Z angles of 25x33x3mm. weighing 1.419 kg/m both for outer and inner frames and central mullion section of size 25x46x3 mm weighing 2.28 kg/m duly providing T-setion 19x19x3 mm weighing 0.839 kg/m for glazing of windows not more than 34 cms. c to c including providing and fixing 4 mm thick reeded glass with teak wood beading of required size, all steel sections should confirm to IS 7452:1990, 4 Nos. of hold fasts of approved size, section should be cut to length welded and electrically grinded subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour and HOM of machinery complete as per specifications with all lead and lift and as per the direction of Engineer in charge.
16.5
-
60566.55
Supply, Installation, Electrification & commissioning of 200 mm dia Altitude flow control valves with Double Chamber Design Altitude (Level) Control Valve with Large Control Filter Model : WW-750-82 PN 16 and it should posses following features Features and Benefits of Bermad Control Valves ■ Line pressure driven – Independent operation ■ In-line serviceable – Easy maintenance ■ Double chamber design ■ Moderated valve reaction ■ Protected diaphragm ■ Flexible design – Easy addition of features ■ Variety of accessories – Perfect mission matching ■ "Y" Pattern, wide body – Minimized pressure loss ■ Semi-straight flow – Non-turbulent flow ■ Stainless Steel raised seat – Cavitation damage resistant ■ Obstacle free, full bore – Uncompromising reliability ■ V-Port Throttling Plug – Low flow stability Material Construction: Body & Actuator – Ductile Iron ASTM A 536. Diaphragm – Nylon Fabric reinforced natural rubber. Stem & Seat : Stainless Steel Seal : NBR Tubing & Fitting : Stainless Steel. Pilot – Brass. Pressure rating: 16 Bar Large Control Filter with Body of Epoxy Coated Steel, Cover of Brass and Disc of Polypropylene. 200 mmdia
2
-
558000
Supply, Installation, Electrification & commissioning of 350 mm dia Altitude flow control valves with Double Chamber Design Altitude (Level) Control Valve with Large Control Filter Model : WW-750-82 PN 16 and it should posses following features Features and Benefits of Bermad Control Valves ■ Line pressure driven – Independent operation ■ In-line serviceable – Easy maintenance ■ Double chamber design ■ Moderated valve reaction ■ Protected diaphragm ■ Flexible design – Easy addition of features ■ Variety of accessories – Perfect mission matching ■ "Y" Pattern, wide body – Minimized pressure loss ■ Semi-straight flow – Non-turbulent flow ■ Stainless Steel raised seat – Cavitation damage resistant ■ Obstacle free, full bore – Uncompromising reliability ■ V-Port Throttling Plug – Low flow stability Material Construction: Body & Actuator – Ductile Iron ASTM A 536. Diaphragm – Nylon Fabric reinforced natural rubber. Stem & Seat : Stainless Steel Seal : NBR Tubing & Fitting : Stainless Steel. Pilot – Brass. Pressure rating: 16 Bar Large Control Filter with Body of Epoxy Coated Steel, Cover of Brass and Disc of Polypropylene. 300 mmdia
1
-
631000
Distribution system:- Cutting Road Surface for Pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classification with all lead and lift and as per the direction of Engineer in charge. Cutting of macadam road surface
1500
-
570900
-do- Cutting asphalt road
800
-
558800
-do- Cutting Concrete road
875
-
1226225
Providing groove cutting for width of 5mm to 10mm and depth 8mm-100mm in cluding cost of cutting machine, generator and HOM of machinery, inlcuding cost of blade, coolant etc., including cleaning of groove and providing sand and hot bitumin fillars, and filler metal etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specification with all lead and lift and as per the direction of Engineer in charge.
3500
-
442750
Removing cobble stones of 80 mm thick inerlock pavement and stacking of materials neatly and disposing of unused materials as directed including barricading, danger lighting etc. Complete with all lead and lift and as per the direction of Engineer in charge.
3000
-
105000
Earth work excavation for pipeline trenches beyond 600mm and up to 1500mm trench width as per drawing and technical specification ,including setting out ,shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of the trench to the extent required utilising the available excavated earth locally for work etc.complete in folllowing strata. (0-3 m depth) In all soils
7934.4
-
942606.72
..do.. In ordinary rock
5289.6
-
837872.64
Earth work excavation for pipeline trenches (except building works) including depositing on bank including danger lighting and using sight rails and boning roads at every 100 metres wherever necessary as directed in the following strata . In all soils mixed with boulder of 30 cms. Size upto and exclusive of disintegrated rock. 0-2 M depth
7052.8
-
2032616.96
..do.. In disintegrated rock, soft shale and medium hard rock comprising of lime stone, sand stone hard shale, schiest. Flssured rock without resorting to blasting
881.6
-
574097.92
…do…. In hard laterite rock or hard laterite rock containing iron ore upto 20% by chistelling and trimming to proper slope.
440.8
-
437846.64
…do…. In hard laterite rock containing above 20% iron ore by chistelling and trimming to proper slope.
440.8
-
928545.2
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 including cost of specials, giving hydraulic test as per relevant ISS including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation, testing and commissioning. The rate is inclusive of required specials and fittings wherever necessary like saddle Tee, Stub ends, flanged sets, bends, reducers etc., complete with all lead & lift and as per the direction of incharge in charge.(Contractor will make his own arrangement for procuring water for testing) 200 mm dia HDPE (PE 100 PN 8)
2000
-
2061780
-do-160 mm dia HDPE (PE 100 PN 8)
4000
-
2756880
-do-110 mm dia HDPE (PE 100 PN 8)
3500
-
1241030
-do-90 mm dia HDPE (PE 100 PN 8)
4500
-
1117485
-do-75mm dia HDPE (PE 100 PN 8) including rider mains
14000
-
2712080
Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials, (including cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets, jacking and Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying with all lead and lift and as per the direction of Engineer in charge. 300mm dia
1000
-
3210690
-do- 250 Dia K-7 Class D.I Pipe
2400
-
6084528
Supply, conveying to worksite, loading, unloading stacking and fixing of single chamber triple function tamper proof (Both the orifices to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. 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 gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valve shall have drain plug of not less than 15 mm nominal pipe thread complete with all lead and lifts. The valves should be designed for all the three functions i.e., l. Large orifice for venting of large air volumes on start up. Large orifice for intake of large air volumes. Small orifice for discharge of pressurized air during operation : 80 mm Dia , PN 10
12
-
276253.2
Supply and delivery to work site, loading, unloading, stacking and fixing of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG 40/50, 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 relevantIS etc. complete with all lead and lift and as per the direction of Engineer in charge. 80 mm dia, PN 10 sluice valve For Air Valve & Control valves
22
-
188696.2
100mm dia sluice valve as Control valve
6
-
65188.2
150mm dia sluice valve as Control valve
3
-
57000.9
200mm dia sluice valve as Control valve
2
-
60257.2
250mm dia sluice valve as Control valve
2
-
90693.4
300mm dia sluice valve as Control valve
1
-
63910.1
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including water, using vibro rollers for consolidation in layers of 15cms. Thickness including disposing off the surplus earth with all lead and lift and as per the direction of Engineer in charge.
22040
-
2497132
Providing and laying cement concrete 1:2:4 (M-150) proportion (excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggreggate including cost and conveyance of all materials withan initial lead of 5 Kms, and lift of 2 mtrs, and placing the same above or below ground level including plywood steel from work, machine mixing, laying tamping curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary etc., complete with all lead and lift and as per the direction of Engineer in charge. for anchor Blocks/Thrust Blocks.
37.44
-
255111.29
Providing and fabricating TMT steel bars of all sizes for reinforcement of R.C.C. works including conveying steel to workspot with all lead including cleaning straighteing, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting with all lead and lift and as per the direction of Engineer in charge. Fe- 500
13
-
101218.26
Supplying and providing of S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (excluding cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S&S RCC pipes with all lead & lift & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning (contractor will make his own arrangements for procuring water for testing)with all lead and lift and as per the direction of Engineer in charge. For drain crosing -300 mm dia RCC NP-3
50
-
92100
-do- For drain crosing -400 mm dia RCC NP-3
50
-
128100
Dismantling of existing structures like culverts,bridges,retaining walls and other structures comprising of masonry,cement concrete, wood works,steel works, including T& P and scafolding wherever necessary,sorting the dismentled material,disposal of unserviseable material and stacking the serviceable material with all lead and lift and as per the direction of Engineer in charge.
112.5
-
68928.75
Dismantling of existing structures like culverts,bridges,retaining walls and other structures comprising of masonry,cement concrete, wood works,steel works, including T& P and scafolding wherever necessary,sorting the dismentled material,disposal of unserviseable material and stacking the serviceable material with all lead and lift and as per the direction of Engineer in charge. Rubble stone masonry in cement mortar
112.5
-
43436.25
CD works:- Earth work excavation for pipeline trenches (except building works) including depositing on bank including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata with all lead and lift and as per the direction of Engineer in charge. 0 - 2 mtr depth In all soils mixed with boulder of 30 cms. Size upto and exclusive of disintegrated rock.
44.63
-
12862.37
..do.. In disintegrated rock, soft shale and medium hard rock comprising of lime stone, sand stone hard shale, schiest. Flssured rock without resorting to blasting
2.63
-
1712.66
…do…. In hard laterite rock or hard laterite rock containing iron ore upto 20% by chistelling and trimming to proper slope.
5.25
-
5214.82
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.64cum and Fine aggregate @ 0.43cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete with all lead and lift and as per the direction of Engineer in charge.
5.4
-
34423.49
Providing and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1:4 edges of stones chistle dressed in courses not less than 15cms high, bond stones at two meter apart in each course including cost of materials, labour, scaffolding, curing complete with all lead and lift and as per the direction of Engineer in charge.
32.4
-
252501.95
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1 m in depth including cost of all materials, labour complete with all lead and lift and as per the direction of Engineer in charge.
49.5
-
15899.4
Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm(M20) and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for retaining walls, return walls, walls ( any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete with all lead and lift and as per the direction of Engineer in charge.
11.1
-
75197.5
Providing TMT 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) cost of materials, labour, HOM of machinery complete with all lead and lift and as per the direction of Engineer in charge.
10.65
-
82921.11
Providing ruled pointing to coursed stone masonry with cement mortar 1:4, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing completewith all lead and lift and as per the direction of Engineer in charge.
15.75
-
2442.82
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, using vibro rollers for consolidation in layers of 15 cms., thickness including disposing off the surplus earth with all lead and lift and as per the direction of Engineer in charge.
52.5
-
5948.25
House service connection:- Supply and fixing of HDPE water meter box to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:3:6 using 12-20mm 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.
2473
-
1360150
Supplying and fixing multijet class B inferential type, AMR compatable water meters with IP 68 protection totalizer confirming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary GI specials etc complete with all lead & lift and as per the direction of incharge in charge. 15mm dia
2473
-
4477613.8
Supply and installation of water connections to individual houses upto water meter point(which shall be fixed about one meter from customer boundary) and includes civil works like earthwork excavation for the pipeline trenches for laying of MDPE/GI pipes for the house connections in all types of soils, disintegrated rock, soft rock, hard rock, including cutting of any road using machine cutter, crossing drains, compound, cutting any surfaces along the pipeline such as tiles/floor/concrete/or any other surfaces using machine cutter, boring the wall surfaces comprising of BBM or SSM for conveying the pipelines to customer property, restoring the damaged portions inside or outside the property premises, refilling etc., complete. Supply and lyaing of MDPE PE-80, PN-12.5 pipes with specials such as Electrofusion tapping Tee or saddles of Virgin compounded PE 100 material, Black colour of pressure rating PN 16/SDR 11 or higher grade of approved make conforming to standard specifications with brass cutter, flow regulator, water tight cap with “O’’ ring, long spigot, cutting edges for making hole /tapping suitable to HDPE distribution mains by electrofusion welding as per BS EN 12201-3 & EN 1555-3 standards. The product should be tested to comply with BS 6920 for drinking water service in WRC-NSF, UK and DVGW certificate, Germany, Tapping Tee or saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper etc., and brass or SS tap asin Fig. no. 2.1, 2.2 & 2.3 for the following diameters -15 mm dia
2473
-
15815824.2
Supply of Gunmetal Ball valve of non-rising stem, screwed in bonnet, inside screw, integral seats, screwed female ends to IS'. 554/BS 21/1SO 7, unbreakable sheet metal Handwheel conforming to IS:778 Class-I including provision of re-packing under pressure etc., complete.15mm dia
2473
-
516857
Restoration of asphalt road:- Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specifications including pre mixing the material with water at OMC Mechanical mix plant carriage of mixed method of tipper to site, laying in uniforms layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired basically complete with all lead and lift and as per the direction of Engineer in charge.
2017.5
-
5084301.75
Providing and laying single coat surface dressing or first coat of the two surface dressing with 0.15 cum crushed stone chippings and bitumen 18 kg/10 sqm as wearing course consisting of a layer of bituminous binder laid on the prepared surface followed by cover of crushed stone chippings of specified size (may be pre-coated also) and rollig with power roller 8-10 tonne capacity including cost of all materials, labour, HOM of machineries complete with all lead and lift and as per the direction of Engineer in charge.
13450
-
1464705
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means complete with all lead and lift and as per the direction of Engineer in charge.
13450
-
458645
Tack coat: Providing and applying tack coat with bitumen emulsion using pressure distribuor at the rate of 0.20kg per sqm on the prepared bituminous/granlar surface cleaned with mechanical broom. Complete with all lead and lift and as per the direction of Engineer in charge. --do-- using bitumen 80/100 on primed surfaces
13450
-
177540
Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including of aggregates with F.E loader, hot mixing of stone sggregates and bitumen in hot mix plant 40 tonne capacity, transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, 50/75 mm compacted thickness with 3.3% bitumen but excluding cost of primer/ tack coat with lead upto 1 km including cost of materials, labour, HOM of machineries with all lead and lift and as per the direction of Engineer in charge. using 100/120 TPH capacity H.M.P with sensor paver Gr-II (50mm to 75mm) with 3.3% VG -30 Bitumen
672.5
-
5096137.75
Providing and laying semi dense bituminous concrete 25 mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor conrol to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete with all lead and lift and as per the direction of Engineer in charge. using 40/60 TPH capacity HMP with mechanical paver Gr-II (25mm to 30mm) with 5% VG-30 bitumen
336.25
-
2944574.88
Restoration of water bound macadam road and making it good to the condition equal to that before excavation, including cost of all materials, labour, carriage, etc., complete with all lead and lift. Asper specification Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification i.e including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete with all lead and lift and as per the direction of Engineer in charge. A. By Manual Means, MORTH specification No. 404 Type-B (11.2mm agg.) Grading-III (Manual)
405
-
1293732
Cement Concrete Pavement:Construction of un-reinforced dowel jointed, plain cement concrete pavement, over a prepared sub base with OPC cement design mix M 30 , with 25mm and down size graded granite metl course aggregate at 0.69 cum and fine aggregates at 0.46 cum , with super plastisiser @ 3 ltrs confirming to IS 9103-1999 reaffirmed-2008,coarse and fine aggregate confirming to IS 383 mixed in a batching and mixing plant as per approved mix design, transported to site ,laid with a fixed form or slip form paver , spread, compacted and finished in a continuous operation including provision of concentration , expansion ,construction and longitudinal joints , joint filler , separation membrane , sealent primer, joint sealent , debonding strip, dowel bar , tie rod, admixtures as approved,curing compound , finishing to lines and grades as per drawing completewith all lead and lift and as per the direction of Engineer in charge. (420kg cement)
2187.5
-
12985656.25
Supply and fabricating TMTsteel bars of all sizes for reinforcement of RCC works including conveying of steel to work site with all lead including cleaning, straightening, cutting, bending, hooking,fabricating placing in position, lapping and / or welding whereever required tieing with binding wire of approved quality and guage including cost of binding wire anchoring to the adjoining members wherever necessary as per design specification and direction. etc., complete with all lead and lift.
487
-
3791791.74
Laying of existing Heavy duty cobble stones 80mm thick inerlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with vibrator having 3 tone compaction force therby forcing part of sand uderneeth to come up in beteween joints, final compaction of paver surface joints into its final level, including cost of materials, labour, HOM of machineries complete with all lead and lift and as per the direction of Engineer in charge.
1700
-
819774
Providing and Laying of Heavy duty cobble stones 75mm thick inerlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with vibrator having 3 tone compaction force therby forcing part of sand uderneeth to come up in beteween joints, final compaction of paver surface joints into its final level, including cost of materials, labour, HOM of machineries completewith all lead and lift and as per the direction of Engineer in charge.
1275
-
1562385
Valve chamber - 113 Nos : Earthwork in surface excavation in Hard soil for levelling and lowering the ground manually ( other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables ) and removing the excavated stuff to a distance not exceeding 50m excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications with all lead and lift and as per the direction of Engineer in charge.
823.77
-
315339.16
Excavation 1.5 m. and above in width in soft rock without blasting for foundations of buildings, watersupply, sanitary lines and electrical conduits either in pits or in trenches not exceeding 1.5 m. in depth, stacking the excavated soil clear from edges of excavation with all lead including cost of explosives, labour and HOM of equipment complete with all lead and lift and as per the direction of Engineer in charge.
617.83
-
965730.07
Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240kgs,with 40 mm and down size graded granite metal, Coarse aggregates @ 0.878cum and Fine aggregate @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead and lift and as per the direction of Engineer in charge.
59.78
-
381315.1
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.64cum and Fine aggregate @ 0.43cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. with all lead and lift and as per the direction of Engineer in charge.
74.75
-
506397.61
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320 kgs,with 20mm and down size graded granite metal, Coarse aggregates @ 0.69 cum and Fine aggregate @ 0.460cum, 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 foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. with all lead and lift and as per the direction of Engineer in charge.
167.81
-
1069741.76
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete with all lead and lift and as per the direction of Engineer in charge. (excluding cost of reinforcement) for R.C.C. covering slab (Flat slab) (Cement @ 400 Kgs).
73.22
-
1027799.39
Providing and fabricating TMTsteel bars of all sizes for reinforcement of RCC works including conveying of steel to work site with all lead including cleaning, straightening, cutting, bending, hooking,fabricating placing in position, lapping and / or welding whereever required tieing with binding wire of approved quality and guage including cost of binding wire anchoring to the adjoining members wherever necessary as per design specification and direction. etc.,with all lead and lift and as per the direction of Engineer in charge. Fe- 500
31.52
-
2454153.5
PARTB: Design, construction, installation, testing and commissioning of 7.10 MLD capacity Water Treatment Plant including Aerator, Raw water channel, Flashmixer, flocculator, Tube settler and Filter complex , Chlorine room with allied electrical & mechanical accessories including yard lighting, piping arrangments and trail run for 3 months (lumpsum).
1
-
19360174.43
PART C:- SUPPLY, ERECTION, ELECTRIFICATION AND COMMISSIONING OF 2 NOS. OF 100 HP OR SUITABLE HP (100% STANDBY) SUBMERGED VERTICAL PUMPSETS WITH ALLIED ACCESSORIES AT JACKWELL CUM PUMPHOUSE TO PUMP RAW WATER TO WATER TREATMENT PLANT UNDER WATER SUPPLY SCHEME TO KAUP TOWN Raw water submersible Pumpsets: Supply & delivery at site brand new, best efficient make vertical suspended raw water submersible pumpsets pumps conforming relevant standards and the following.a)Duty Condition: Capable of delivering 80 LPS of Turbid water containing turbidity upto 10000 ppm against a total head of 57m during solo operation.b) Speed: Duty condition should be met at full load speed.c) Shutt off head: Min 110 % & Max 130 % of the specified head.d) Material of construction: Motor Casing, Oil Chamber :Cast Iron (FG 260 as per IS 210 or GG25 or EN-JL1040)Motor ‘s (Squirrel Cage) Rotor:Copper Bar only Mechanical Seals: • Primary (Inboard) : Silicon Carbide v/s Silicon Carbide or Tungsten Carbide v/s Tungsten Carbide • Secondary (Outboard): Carbon v/s Cast Chrome M olybdenum Steel or Carbon v/s Silicon Carbide or Tungsten CarbideElastomers:O” rings of Viton Bellows of either Viton OR Nitrile Fasteners: Stainless Steel Pump (Bowl) Casing:Cast Steel – ASTM A 216, GR WCB Impeller :Cast Austenitic Stainless Steel (SS 316 or CF 8M or 1.4406) Wearing Rings : Cast Austenitic Stainless Steel (SS 316 or CF 8M or 1.4406) Pump-Motor Shaft: Stainless Steel (SS 410 or SS 430 or 1.4021 or 1.4460)Suction Strainer: Stainless Steel 202 Portable Stand : MS (C15) Fabricated with Epoxy Coating MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply suitable complete confirming to ISS:325/1976 shall be of such capacity to provide under working site condition a power more than the maximum power required by the pump (minimum 100 HP). Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels of Jackwell. The motor shall be sealed against entry of liquid being pumped by using two mechanical seals. Motor pump should have the following in built protection connections.l) Thermistors protection connection against over heating of motor by thermister embedded in each phase.2) Sensor monitor connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber.3) Reverse rotation protection connection device which trips the motor in case of reverse rotation due to wrong electrical connection.4) Bearing temperature sensor for protection from overheating of Bearings.5) Moisture sensor for detection of leakage in stator housing.6) Liquid level controller to facilitate auto operation and prevent dry running of pumps. The pump unit should be preferably supplied with Ball type non-return valve. The pumpset shall be supplied along with automatic coupling bend and lifting chain with shakles and guide pipes of adequate length with extra tough water proof PVC sheathed water proof submersible cable of suitable capacity copper cable.The motor shall be provided with 25 M of copper power cable of 4X35 sqmm or suitable size and control cable of 12 x1.5 sqmm or suitable size cables of reputed make. The delivery nozzle of the pump shall be minimum 200 mm dia. The cable shall be terminated/ connected to pump monitor unit using necessary cable terminations.2) The motor shall be suitable for required output when line voltage variation is +/- 10% and frequency variation of +/- 5% in any combination of these voltage and frquency variation. 3) The motor should be capable of providing the required output an ambient air temperature of 45 degree centigrade.4) The shaft head of the pump offered should be minimum 110% and maximum 130% of the specified head.5) The Board preserves the right to select any of stipulated make of pump and motor as such tenderer should be prepared to provide any of the stipulated makes pump and motor selected by the Board.6) The motor shall be suitable for starting the pumpset with suitable starter.The Tenderer should furnish Guarantee for FIVE years from the Manufacturer. Note:- Submersible pumpset should be installed in the jackwell and will be submerged. Hence, the pumpset should suit above system with relevant accessories.Orientation: Vertical Installed by: Suspended stool 90 deg Bend with flange MS fabricated of the required size shall be provided. Suitable BTD's shall be provided for bearing temperature indication for both DE and NDE side and shall be terminated in terminal box for connection to SCADA system/ temperature scanner.Suitable BTD's shall be provided for bearing temperature indication for both DE and NDE side and shall be terminated in terminal box for connection to SCADA system/ temperature scanner.
2
-
2298276.18
DOUBLE FLANGED PIPES & SPECIALS : Supply & delivery at site brand new best indegenous make double flanged Mild Steel 8.00 mm thick pipes & specials suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with food grade epoxy primar coat of 45 microns thick and two coats of food grade nonphelic/nontoxic Berger/ Poladian/ Akzo Noble make epoxy paint of 100 microns thick each coat inside and anticorrossive paint outside. The pipes should be tested as per IS 3589/1966. The Welding should be done as per IS 2825-1969. The thickness of flanges should conform to IS 6392-1971. The specials should conform to ANSI 16Minimum 250 mm dia or suitable size flanged pipes.9.
30
-
168300
-do- Minimum 250 mm dia or suitable size 90 deg flanged bend
2
-
15820
Supply & delivery at site brand new best indepenous make M.S. pipe manifold of 6.4 mm wall thickness and 355.6 mm dia.
15
-
113550
-do Minimum 350X350x 250 mm dia or suitable size flanged Tee with radial branch.
2
-
50730
-do- Minimum 350 mm dia MS blank flange
1
-
3220
-do- Minimum 200X250 mm dia or suitable size expander
2
-
15077.5
-do- Minimum 350X350x 80 mm dia or suitable size flanged Tee
1
-
24042.5
-do- Minimum 80mm dia 'B' class GI pipe of TATA or any other approved make for connecting outlet of pressure releif valve to sump
25
-
12850
-do- Lifting chain -MoC :Alloy Steel -lifting chain without "o"Ring &D/Bow shackle
15
-
6428.55
Sluice valve Supply, & delivery of resilient sealed 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/ DIN3202 F4\f5. The stem Sealing should be with Torodial 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 galvanised bolts and nuts of requied numbers of GKW/ KITO/NLXO/TECHMAN any other equivalent international approved brand. a) Diameter 80 mm b) Working pressure 10 kg/cm2 Material for component Parts Body and bonnet : Ductile cast iron of grade GGG50 Stem : AISI 410 Stainless Steel IS 6603 Gr. 12 Cr12 Wedge: Ductile iron GGG50 Rubber lined with EPDM Intergal Wedge nut: Bronze Bolts and nuts: Stainless steel THE TENDERER SHOULD FURNISH A MINIMUM WARRANTY OF TEN YEARS TO THE VALVES FROM THE MANUFACTURER AT THE TIME OF TENDERING.
1
-
12033
-do-250 mm dia, PN 10
2
-
89116
Ductile Iron check valves without damper arrangement: DI Double flanged swing check valves with slanted seat or with lever weight with straight disc, with metallice corrosion proof and wear resistant seal faces with body and disc in DI grade GGG40 shaft of stainless steel and bearing of zinc free bronze and surface protection with epoxy liquid of GSK quality. a) Diameter 250 mm b) Working pressure - 10 kg/cm2 Material of construction: Body : Ductile cast iron of grade GGG40 Disc: Ductile cast iron of grade GGG40 with valcanised rubber Shaft : Stainless steel Coating : Double coating of epoxy liquid lacquer inside and outside of GSK quality. THE TENDERER SHOULD FURNISH A MINIMUM WARRANTY OF TEN YEARS TO THE VALVES FROM THE MANUFACTURER AT THE TIME OF TENDERING.
2
-
166686
Pressure Gauge :Supply and delivery at site Air master/Gurusons/Forbes Marshal make glycerene filled Stainless steel pressure gauge of 150mm dia suitable for the above pumpsets with nipple, stop cock & two way cock for cleaning & necessary length of copper tubing .
2
-
4000
CONTROL SWITCH GEAR PANEL Supply and delivery at site brand new any reputed make floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 440 volts AC supply fitted with the following: 1 No. Numerical based Earth leakage relay with resin cast CBCT of Proke's dv's /or any Board approved make. Phase indicating lamps with switches of any Board approved make- 1 sets Panel mounting version digital Micro processor based type Multi function meter for measuring current, voltage, P.F, energy etc., of any Board approved make or equivalent.- 1 No.MS air insulated bus bar chamber with 4 Nos. 300 Amps 25 MVA Air insulated bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygroscopic SMS supports. Provision shall be made in the bus bar chamber for 1 incoming and 6/required nos. of outgoing feeders. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement-1 No. Numerical based U/V/O/V relay with negative phase sequence protection of Proke's dv's /or any other Board approved make or equivalent- 1 No. Numerical based U/V/O/V relay with negative phase sequence protection of Proke's dv's /or any other Board approved make or equivalent- 1 No.Heavy duty triple pole change over fuse switch of 250 Amps, comprising of two switches mounted on common chasis, complete with handle assembly door interlock and pad locking arrangement with mechanical linkage shorting links and suitable Amps, HRC fuses in sheet metal enclosure of board approved make conforming to the latest IS 4064 Controls and switchegear make - 1 No. 100 Amps TPN with SFU for Capacitor connections with rewireable fuses - 2 Nos. 32 Amps DP load break heavy duty switch fuse unit with rewireable fuses in sheet metal enclosure conforming to the latest ISS 4064 for lighting circuit of any Board approved make. 2 Nos. Set of cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc. 2 nos. of numerical 3 element Aux. relay for alarm and trip system of WTI and OTI for each transformer. Note 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2mm thick sheet steel and wiring shalll be done using suitable size copper cable/copper wire painted with two coats of a highly corrosion resistant primer applied wet on wet and a finishing coat of synthetic enamel paint of the ash greay shade. 2) H.R.C. fuses links suitable for motor duty shall be provided to 250 Amps change over switch fuse unit. 3) H.R.C. fuse link rated not less than 1.5 times the rated current of the capacitor bank shall be provided in the 63 Amps capacity switch fuse unit for capacitor circuit. 4) The internal wiring shall be done using adequate size insulated electro tinned copper strip or cable of 1.1 KV grade. 5) Any discrepancies are noticed apart from tender specification, suitable action as per tender condition will be taken against the tenderer including black listing of the tenderer.
1
-
137918.57
Digital softstarter: Supply, delivery and commissing at site brand new ABB or equivalent floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: 200 Amps MCCB with current setting range of suitable Amps of any other Board approved make of 36kA breaking capacity with U/V release, shunt release and suitable thermal release-1 No. Multi parameter such as current, kwhr, Voltage, KVA reading digital meter of prok devices or any equivalent approved make - 1 No. Phase indicating lamps with switches - 1 set The soft starter shall have a facilitty to start the pumpsets by reducing the starting current less than 1.5 to 2 times the full load current. It shall have bulit in facilities such as SPP, Over Voltage, Under voltage, Kick start for pump jam conditions , overload, overcurrent etc., for protection of the pumpsets. The starting current shall be controlled by three phase thyristors. The starter shall be provided with suitable capacity by pass contactor The panel shall be provided with cooling fan, louvers with fine mesh to facilitate the cooling of thyristors/ soft starter. The panel should be adequate size to accomadate all incoming, outgoing cable and required switchgear and other accessories.
2
-
431678.58
Power shunt capacitor: Supply and delivery at site brand new make approved by Board low loss high effecient Alluminium polypropolene type 2 banks of 40 KVAR or suitable KVAR power shunt capacitors conforming to IS 2834/suitable for operation on 3 ph 50 Hz 380/440 volts AC supply required for maintaining the power factor of the installation at not less than 0.95 lagging. a) The capacitor shall be provided with a suitable discharge device to reduce the voltage between the terminals to allowable level within one minute. b) Terminal covers on all the units and bank shall be provided.
80
-
33120
Transformer: Supply, erection, electrification and commissioning at site, brand new any other Board approved make or equivalent oil immersed naturally cooled continuous duty with Copper wound Distribution Transformer 200 kVA,11 kV/433 volt,s 3 Ph, 50 Hz, Dyn 11 vector group distribution transformer conforming to ISS 2026/1977 or its latest amendments fitted with the following and suitable for outdoor installation. a) Dehydrating breather b) Oil conservator c) Drain plug for conservator d) Off ciruit tap changer in steps of 2.5% from + 5% to -10% for high voltage compensation for Transformers upto 100 KVA.e) Thermometer pack with the thermometer- f) Base channel - 2 Nos. g) Lifting lugs 2 Nos. h) Flat rollers i) Connecting pipes j) Oil guage - 1 No. k) Filter valve l) Air release plug - 1 No m) Filter cum drain valve o) Winding temperature indication with alarm and trip contacts n)Oil temperature indication with alarm and trip contacts o) Residual oil drain plu g p) Explosion vent q) Detachable Radiators r) Busghing for high voltage side s) Cable box for low voltage side. t) Double float gas actuated Buccholz's relay with alarm and trip contacts u) Earthing terminals v) Marshalling Box: All contacts for alarm, trip and indication circuits shall be electrically free and designed for 230 V AC supply and brought out to separate terminals in the marshalling box. w) Oil filling hole with cap The losses of the transformer shall be as per CBIP standards The transformer shall be fitted with all other standard fittings and painted with high grey paint to shade No. 631 of ISS & shall be supplied with first filling of transformer oil etc., complete (test certificate shall be furnished
1
-
498634.29
11 KV HT XLPE CABLE: Supply and delivery of aluminium XLPE HT cable earthed, glavanised steel flat strip armoured for the purpose of connecting from metering cubical to pole structure and from there to transformer. The length of the cable supplied shall be as per site conditions. The quantity indicated is only approximate and the successful bidder shall measure the quantity required at site before procurement of cable. 3 x95 sqmm
60
-
31714.2
LT CABLE: Supply and delivery at site brand new any Board approved make aluminium conductor PVC insulated sheathed steel tape/steel wire armoured PVC outer sheated 1.1 KV class UG cable confirming to the latest ISS 1554.The length of the cable supplied shall be as per site conditions. The quantity indicated is only approximate and the successful bidder shall measure the quantity required at site before procurement of cable. 3.5 x 240 Sq mm (main side)
80
-
90400
-do 3.5 x 185 Sq mm (motors)
40
-
35800
-do 4 x 35 Sq mm (capacitor)
20
-
4500
Outdoor MCCB Panel Supply, delivery and commissioning at site brand new floor mounting, free standing, outdoor, cubicle type MCCB panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: 300 Amps MCCB with current setting range of suitable Amps of any other Board approved make of 36kA breaking capacity with U/V release, shunt release and suitable thermal release-1 No. The Bus bar chamber of adequate size to accommodate one incoming and one outgoing cables and switchgears.
1
-
49178.57
PRESSURE RELIEF VALVES :1. Valve should have direct sealing diaphragm activated by line pressure and controlled by 2 way diaphragm operated adjustable pilot valve. 2. Valve should be installed on a Tee junction, which should modulates automatically to maintain present inlet pressure and releive the excess pressure out of the network. MATERIAL OF CONSTRUCTION : 1. Body and Bonnet - Ductile Iron ISO 1083 Grade 450-10. 2. Diaphragm - Natural rubber (standard). 3. Spring - SS 302. 4. Pilot valve - Brass ISO 426. 5. Coating - Electrically applied over baked polyster. 6. End connection - Flanges BS or IS. The outlet of pressure sustaining valve should be connected to sump using GI pipes and fittings. 80 mm dia+B447
1
-
175892.86
FIRE FIGHTING EQUIPMENTS : Supply and delivery at site brand new fire extinguishers consisting of 2 Nos. of cylindrical type carbon di-oxide gas pressure type suitable for 25 to 35 feet range operation with initial charge and suitable brackets as per 1 fire extinguishers regulations. a) Supply and delivery at site brand new suitble size first aid box with medicines. b) Supply and delivery at site brand new 1 No. shock treatement chart. c) Supply and delivery at site brand new best indeneous make 1 set of fire buckets, consisting of 4 Nos. of bucket 1 No. teakwood suitable stand. The fire buckets shall be painted in red and marked on each bucket in Kannada the work "Fire" this shall be painted with one coat of anticorrosive primer and two coats water proof red paints etc., complete as per fire extenguishers regulations.d) Supply and fixing of cable route indicators - 25 Nos., etc., complete
1
-
7741.09
TOOL KIT :- Supply and delivery at site best Taparia/or any other Board approved make and other reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following. a) Double end spanner 1/4" to 1" 1 set b) Screw driver insulated 11" - 1 No c) Screw driver insulated 8" - 1 No d) Cutting puller insulated 8" - 1 No e) Hammer with handle 1 Kg - 1 No f) Pipe wrench 24" 1 No g) Pipe wrench 18" 1 No h) Pipe wrench 12" 1 No i) Hammer with handle 5Kgs 1 No j) Grease gun - 1 No k) Ring spanners 1/4" to 1" - 1 set l) Supply of Testing Equipment ( Manual megger of 1 kV, Digital multimeter, Tong tester, )
1
-
9850
ERECTION OF CAPACITORS: Formation of suitable CC foundation in CC 1:2:4 using all the required materials such as cement, sand,jelly etc., complete and erection of the capacitor on the above foundation using the required materials etc., complete including the cost of all the materials - 2 banks of 40 kVAr
1
-
1000
ERECTION OF TRANSFORMER AND SUBSTATION: Construction of platform in size stone, for erection of transformer and, outdoor MCCB panel, Metering Cubicle including all materials, labour. Excavation of pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 1cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9m below ground level and 1.2m above ground level neatly hammer dressed in cement mortor 1:6 cutting complete providing pointing to stone masonary in cement morter 1:3 after racking joint & nicely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc., curing at every stages complete and with MS rail embeded on the top of the platform, hoisting the transformer for the erection on the above platform and erection of the transformer on the platform including the cost of all the materials required labour etc., complete with supply and spreading of 40 mm down size jelly all round the transformer substation including transporation and erection of transformer using crane or other means including cost of all materials and labour required for erection of the above with all lead and lift etc., complete The work also includes erction of load break switch panel and MCCB panel including loading and unloading etc., complete.
1
-
40394.64
Supply of 11 kV HT Metering Panel with 3 CTs 3 PTs for 3 phase 4 wire metering with transparent cover TTB, with 30X8mm Cu Bus bars (HT Metering Box fabricated out of 3mm MS sheet duly epoxy powder coated with HT Electronic Tri-Vector Meter of Class-0.2 class with ABT features & DLMS protocol with ToD with all single ratio CTs of suitable class, ratio, burden for 3 phase 4 wire metering with load break switch. including construction of platform (1.5x1.5x1.2) mtr in size stone, for erection of equipment including all materials, labour. Excavation of (1.5x1.5x1.5) mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 1cm thick layers, well compacted curing etc., complete providing and construction of stonemasonary 0.9m below ground level and 1.2m above ground level neatly hammer dressed in cement morter 1:6 cutting complete providing pointing to stone masonry in cement mortar 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement mortar 1:4 including smooth rendering curing etc., curing at every stages complete as per ESCOM specifications.
1
-
152166.96
Erection of Control Panel Board , starter panel , Outdoor MCCB pannel : on CC foundation including formation of CC foundation in CC 1:2:4 prop. Using all the required materials such as cement, jelly etc., complete including errection of the panel board, on CC foundation using required materials such as MS channel bolts, nuts, washers etc., complete with all lead and lift.
4
-
26289.28
Cable Terminations: Termination of cable using Alluminium/copper lugs to the terminal end for solderless crimping to aluminimum conductors by adopting crimping tool. 3.5 x 240 Sqmm 1.1 KV Class cable
20
-
9260
-do- 3x 185 Sqmm 1.1 KV Class cable
10
-
3270
-do- 3x 35 Sqmm 1.1 KV Class cable
6
-
192
Cable End Seals:- Supply and fixing of 1.1 KV Indoor and outdoor type RAYCHEM/M SEAL/or any other Board approved make heat shrinkable /Push On type cable end seals with all required materials including copper lugs and terminals.,etc.,complete. Suitable 3 X 95 sqmm, 11 KV XLPE cable, outdoor earthed type
4
-
22533.04
'-do- 3 X 95 sqmm, 11 KV XLPE cable indoor earthed type
6
-
32267.4
Chain linked wire fencing:- Supply and providing chain linked wire fencing for 11 kV transformer sub-station. The chain linked fencing should be with 2"x2"x8 SWG wire welded to angle iron frames of size 2.5 Mx2.5M using angle of 50x50x6MM. The frame be fixed to the supporting channels spaced at 2.5M of size 100x50mm 3.1 M height fixed in CC (1:2:4) at bottom etc.,including cost of all materials transportation and labour for fixing, silver painting etc., complete with door of 2.5M size at suitable places Chain linked fencing shall be erected upon size stone masonry structure. The work includes providing & constructing granite/trap/basalt size stone masonry (0.45m wide, for a height of 0.30m) in foundation cement mortor 1:6 stone hammer dressed in courses not less than 20 cm high, bond stones at two m apart and over plain cement concrete of mix M15 with OPC cement @240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878 cum and fine aggregates @ 0.459 cum machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation and plinth for a thickness of 0.15 cm for foundation and 0.10 for coping including cost of all materials, labour, HOM of machinery, curing etc., complete.
30
-
99000
Erection of pumpsets: Erection of the submerged turbine pumpset on the floor with necessary formation of machine foundation using suitable size MS channels, cross girder, plate girder, nuts & bolts, washers etc., complete. Lowering of bowl assembly,column pipe assembly into Jackwell and fixing of discharge head in position true to line vertically, maintaining the vertical hollow shaft, motor alignment, dynamic balancing and linking to delivery line using delivery pipes from Jackwell, proper packing of the hole after laying the pipe with CC 1:2:4 etc., complete. The work also includes providing necessary anti vibration mounts, Bolts, nuts fixing etc., including necessary civil works. The discharge head of the pumps along with the valves and delivery manifold shall be mounted in the ground floor. The work includes erection of motor coupling to the pumpset etc.,which are required for operation of the pumpset satisfactorily.
2
-
29441.8
LAYING AND JOINTING OF MS PIPES AND SPECIALS:Rolling, lowering, laying true to line perfect linking at the joints and jointing of MS pipes specials including fixing of valves guages for delivery connections of the pumps upto including delivery manifold using all the required materials such as bolts, nuts, washers, rubber packing etc., complete. The work shall include providing pipe supports, anchoring wherever required etc., complete. The work shall include providing pipe supports, anchoring whenever required etc., including making of holes in Jackwell/Pumphouse and packing with 1:2:4 concrete. NOTE: The tenderer should furnish the layout drawing showing the position of valves, Tees, Pipes, providing for future pumpsets etc., and obtain approval from the Chief Engineer before taking up erection work.
1
-
6600
EARTHING: Providing earthing as per latest ISS 3043 and as per IE rules including the following.a) Earth Electrodes FOR LT System :- Main earth electrodes 40mm dia 2.9mm thick 2.5 Mtrs long GI pipe providing with 12mm dia through holes, 150mm shall be coupled to a 19mm dia GI pipe of suitable of length at one end through reducing socket of size 40mmx19mm size. The other end of 90mm dia GI pipe is required to be provided with a funnel with wire mesh, GI check nuts, GI nut washers etc.,b) An inspection chamber of size 300mm x 300mm x 300mm size CC 1:2:4 with 150mm thick side walls, 100mm thick as bottom shall be provided. The inspection chamber shall be covered with MS or CI frame and cover. The cover shall be inged to the frame and provided with padlocking arrangements. Inspection chamber frame and cover shall be finished with antocorrosive primer and numbered.c) Supply and fixing of GI earthing strip 50mm x 10mm or suitable size for equipment earthing of transformer switch gear, meters motors lighting arrestors f) Supply and fixing of 8 SWG copper or equivalent GI wire for earthing of fencing sub-station structure, handle of the GOS etc.Testing shall be done after completion of installation. Final grid resistance of each area shall be measured and shall be within 1 ohm.2) Necessary soil testing shall be carried out by the contractor at his own cost before carrying out the work.3) Since, the earthing points of different equipments and fault level are interconnected , the contractor shall submit the calculations for no of pits required before executing the work.4) The work also includes connecting the common point of earthing to the earth pit with necessary coupler/ Extothermic welding as per IE rules NOTE:- All the equipments, such as switchgears, transformers lighting arrestors shall be earthed by two seperate and distinct connection with the earth cover as per IE rules and as required by electrical inspectorate without any extra cost..
20
-
120184
COMMISSIONING AND TRIAL RUNNING : Servicing and commissioning of pumpsets along with all allied electrical equipments including, heat running all the electrical equipments and giving performance tests of the pump motors, switch gears etc., including giving trial run for a period of 90 days from the date of successful commissioning of pump sets and other equipments to the satisfaction of the Engineer -in- charge of the works, and training the departmental personnel in operation and maintenance of the pumpsets and ohter allied equipments during maintenance. (Power and water will be supplied by the Board during the trial run). The tenderer should employ skilled operating personal during mateinance period for the operating of pump.
1
-
43503.5
LAYING OF CABLE: LAYING IN TRENCHES:-The works shall include digging of trenches size of 0.60 Mtrs. deep & 1.0 Mtrs. wide providing providing sand bedding to the cables laying the cable in trench providing cable marking bricks refilling, consolidation the soil etc., complete including the cost of all the materials required for laying the cable as per IE rules labour etc., complete. 3.5 x240 Sqmm 1.1 KV Class cable (2 run)
30
-
4110
'-do- 3x 95 Sqmm 11 KV Class (2 run)
20
-
2740
LAYING IN G.I. PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the grand using all the required materials such as GI pipe clamps, bolts, nuts, washers etc., for fixing the GI pipes to the pole including the cost of these mateials labour etc., complete. 3.5 x240 Sqmm 1.1 KV Class cable (2 run)
10
-
4230
'-do- 3x95 Sqmm 11 KV Class (2 run)
10
-
4230
Laying of load side cable:- Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete.3x 185 Sqmm
40
-
1400
-do- 3x35 Sqmm
20
-
700
Supplying and laying of Cable in Cable trays:- Running the cable in cable trays including supplying perforated cable trays with powder coated paint on exsiting MS angle support using necessary GI bolts / nuts and washer or weiding as required, properly securing the cable in position with minimum clearance between the cables etc., complete using all the required materials etc., complete: 300X50mm
30
-
16410
SUPPLY, ERECTION , ELECTRIFICATION AND COMMISSIONING OF 2 NOS. OF 100 HP OR SUITABLE HP CENTRIFUGAL PUMPSETS WITH ALL ALLIED ACCESSORIES TO PUMP PURE WATER FROM SUMP Pumps: Supply & delivery at site brand new, best efficient make approved by the Board horizontal split case centrifugal pump conforming to the latest IS 1520 & IS 5120 and the following description a) Duty condition: Capable of delivering 63 LPS of treated water containing turbidity upto 100 ppm against a total head of 75 m including a suction lift of 3m. b) Speed: Duty condition should be met at 1450 RPM. c) Shutt off head: Min 110 % & Max 130 % of the specified head. d) Material of construction: 1) Casing- Cast Iron 2) Impellor - CF 8M 3) Shaft- Stainless steel shaft- SS 410 4) Stuffing Box- Graphite Asbestos packing 5) Wear Rings- CF 8M 6) Gland- Cast Iron 7) Inter Stage Ring- Phosphor Bronze 8) Shaft Sleeve & Nuts- SS 410 9) Neck ring- CF 8M e) Driving end bearing: Grease lubricated roller/ball/ journal bearing f) Non driving end bearing: Grease lubricated deep groove ball bearing as well as journal bearing or deep groove ball bearng only. g) Coupling: Suitable size vibration proof flexible coupling with coupling guard, as recommended by the manufacturer of pump, for coupling to motor h) Base plate: Heavy duty common CI/MS base plate for pump and motor wth suitable I section girders, channels, plates, bolts & nuts etc. NOTE: (1) The duty condition of the pump should be at BEP or to the left of the BEP. (2) The pump is required to work at an altitude of 800m. above MSL and at a max. ambient temperature of 45 degree C. (3) The Board reserves the right to select any stipulated make of pump. (4) The loading for low efficient pump wll be done based on the excess power consumed by it over a period of 15 years, when compared to the best efficient pump.
2
-
610705.36
Motor: Supply & delivery at site brand new, best efficient minimum 100 HP or suitable HP ABB/Marathon/Jyoti/Bharath Bijlee /CGL /or equivalent make Horizontal Foot mounted TEFC, squirrel cage induction 1500 RPM (syn)motor for continuous duty conforming to IS 4691 and IS 325 for operation on 3 ph, 50 Hz. 430 volts. a) Protection: IP 55 b) Insulation: `F' class e) Ambient temperature: Upto 45 Degree C d) Cushion: 10 % more than maximum power required by the pump and capable of providing rated output upto + or - 10% voltage variation and/or + or - 3% frequency variation or combination of Both.e) Driving end bearing: Grease lubricated roller bearing f) Non driving end bearing: Grease lubricated ball bearing
2
-
915090.64
DOUBLE FLANGED PIPES & SPECIALS : Supply & delivery at site brand new best indegenous make double flanged Mild Steel 8.00 mm thick pipes & specials suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with food grade epoxy primar coat of 45 microns thick and two coats of food grade nonphelic/nontoxic Berger/ poladian/ Akzo Noble make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The Pipes should be tested as per IS 3589/1966. The Welding should be done as per IS 2825-1969. The thickness of flanges should conform to IS 6392-1971. The specials should conform to ANSI 16.9.For suction connections:Supply & delivery at site brand new best indegenous make 250 mm dia or suitable size flanged MS pipe
20
-
103167.2
-do- Approximate 250 mm or suitable size 90 deg radial bend
2
-
15115.44
-do- Approximate 250x150 mm or suitable size flanged eccentric reducers
2
-
12890
-do- Minimum 250 mm dia or suitable size HGC/ Ball foot valve of any Board approved make
2
-
10000
-do-For delivery side :Minimum 200 mm dia or suitable size flanged pipes
12
-
49659
-do- Minimum 80mm dia 'B' class GI pipe of TATA or any other approved make for connecting outlet of pressure releif valve to sump
20
-
10280
-do- Approximate 200x125 mm or suitable size flanged concentric reducers
2
-
11458.9
Delivery Manifold : Supply & delivery at site brand new best indegenous make M.S. pipe manifold of 8 mm wall thickness and 400 mm dia.
20
-
160828.6
-do- Minimum 400x400x80 mm dia or suitable size flanged Tee with radial branch for installing pressure relief valve.
1
-
27449.2
-do- Minimum 400x400x200 mm dia or suitable size flanged Tee with radial branch.
2
-
57995.4
-do- Minimum 400 mm dia MS blank flange of thickness as per IS.
1
-
3848.43
Sluice valve Supply, & delivery of resilient sealed soft sealing sluice valves of AVK/VAG/Fouress/or equivalent make 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/ DIN3202 F4\f5. The stem Sealing should be with Torodial sealing rings ( Minimum 2 O-rings). All the valves should be with electrostatic powd er coating both inside and outside with pocket less body passage. The Valves shall be supplied with suitable size galvanised bolts and nuts of requied numbers of GKW/ KITO/NLXO/TECHMAN any other equivalent international approved brand. a) Diameter 80 mm b) Working pressure 10 kg/cm2 Material for component Parts Body and bonnet : Ductile cast iron of grade GGG50 Stem : AISI 410 Stainless Steel IS 6603 Gr. 12 Cr12 Wedge: Ductile iron GGG50 Rubber lined with EPDM Bolts and nuts: Stainless steel
1
-
8301
-do-200 mm dia, PN 10
2
-
59232
Ductile Iron check valves without damper arrangement: DI Double flanged swing check valves with slanted seat or with lever weight with straight disc, with metallice corrosion proof and wear resistant seal faces with body and disc in DI grade GGG40 shaft of stainless steel and bearing of zinc free bronze and surface protection with epoxy liquid of GSK quality. a) Diameter 200 mm b) Working pressure 10 kg/cm2 Material of construction: Body : Ductile cast iron of grade GGG50 Disc: Ductile cast iron of grade GGG50 with valcanised rubber Shaft : Stainless steel Coating : Double coating of epoxy liquid lacquer inside and outside of GSK quality.
2
-
91520
Butterfly valve: Supply, & delivery of DI double flanged double eccentrically disc, butterfly valves of AVK/VAG/Fouress/or equivalent make conforming to DIN 335/IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished with powder or liquid epoxy coating with minimum thicness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14(DIN 3202 F4) or AWWA C 504:80 or BS 5155 or IS 13095. The valves shall be supplied with required number of stabdard make galvanized bolts and nuts. Tha flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match wih the pipe flange drilling standard. Tha valaves are to be suitable for buried operation with the gear box sealed and lubricated for life time operation. 250mm dia PN 10
2
-
62720
Pressure Gauge : Supply and delivery at site Air master/Gurusons/Forbes Marshal make glycerene filled Stainless steel pressure gauge of 150mm dia suitable for the above pumpsets with nipple, stop cock & two way cock for cleaning & necessary length of copper tubing .
2
-
4000
CONTROL SWITCH GEAR PANELS Supply and delivery at site brand new any reputed make floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 440 volts AC supply fitted with the following: 250 Amps MCCB with current setting range of suitable Amps of any other Board approved make of 36kA breaking capacity with U/V release, shunt release and suitable thermal release-1 No. 1 No. Numerical based Earth leakage relay with resin cast CBCT of Proke's dv's /or any Board approved make. Phase indicating lamps with switches of any Board approved make- 1 sets Phase indicating lamps with switches of any Board approved make- 1 sets Panel mounting version digital Micro processor based type Multi function meter for measuring current, voltage, P.F, energy etc., of any Board approved make or equivalent.- 1 No. MS air insulated bus bar chamber with 4 Nos. 300 Amps 25 MVA Air insulated bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygroscopic SMS supports. Provision shall be made in the bus bar chamber for 1 incoming and 6/required nos. of outgoing feeders. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement-1 No. MS air insulated bus bar chamber with 4 Nos. 300 Amps 25 MVA Air insulated bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygroscopic SMS supports. Provision shall be made in the bus bar chamber for 1 incoming and 6/required nos. of outgoing feeders. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement-1 No. MS air insulated bus bar chamber with 4 Nos. 300 Amps 25 MVA Air insulated bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygroscopic SMS supports. Provision shall be made in the bus bar chamber for 1 incoming and 6/required nos. of outgoing feeders. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement-1 No. MS air insulated bus bar chamber with 4 Nos. 300 Amps 25 MVA Air insulated bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygroscopic SMS supports. Provision shall be made in the bus bar chamber for 1 incoming and 6/required nos. of outgoing feeders. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement-1 No. Numerical based U/V/O/V relay with negative phase sequence protection of Proke's dv's /or any other Board approved make or equivalent- 1 No. Heavy duty triple pole change over fuse switch of 250 Amps, comprising of two switches mounted on common chasis, complete with handle assembly door interlock and pad locking arrangement with mechanical linkage shorting links and suitable Amps, HRC fuses in sheet metal enclosure of board approved make conforming to the latest IS 4064 Controls and switchegear make - 1 No. 32 Amps DP load break heavy duty switch fuse unit with rewireable fuses in sheet metal enclosure conforming to the latest ISS 4064 for lighting circuit of any Board approved make. 2 Nos. Set of cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc. 2 nos. of numerical 3 element Aux. relay for alarm and trip system of WTI and OTI for each transformer NOTE:1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2mm thick sheet steel and wiring shalll be done using suitable size copper cable/copper wire painted with two coats of a highly corrosion resistant primer applied wet on wet and a finishing coat of synthetic enamel paint of the ash greay shade.2) H.R.C. fuses links suitable for motor duty shall be provided to 250 Amps change over switch fuse unit. 3) H.R.C. fuse link rated not less than 1.5 times the rated current of the capacitor bank shall be provided in the 63 Amps capacity switch fuse unit for capacitor circuit.4) The internal wiring shall be done using adequate size insulated electro tinned copper strip or cable of 1.1 KV grade. 5) Any discrepancies are noticed apart from tender specification, suitable action as per tender condition will be taken against the tenderer including black listing of the tenderer. 6) The Bus bar chamber should be of adequate size to accommodate all incoming, outgoing cables and required switchgears.
1
-
137918.57
Digital softstarter Supply, delivery and commissing at site brand new ABB or equivalent floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: 200 Amps MCCB with current setting range of suitable Amps of any other Board approved make of 36kA breaking capacity with U/V release, shunt release and suitable thermal release-1 No. Multi parameter such as current, kwhr, Voltage, KVA reading digital meter of prok devices or any equivalent approved make - 1 No. Phase indicating lamps with switches - 1 set The soft starter shall have a facilitty to start the pumpsets by reducing the starting current less than 1.5 to 2 times the full load current. It shall have bulit in facilities such as SPP, Over Voltage, Under voltage, Kick start for pump jam conditions , overload, overcurrent etc., for protection of the pumpsets. The starting current shall be controlled by three phase thyristors. The starter shall be provided with suitable capacity by pass contactor The panel shall be provided with cooling fan, louvers with fine mesh to facilitate the cooling of thyristors/ soft starter. The panel should be adequate size to accomadate all incoming, outgoing cable and required switchgear and other accessories.
2
-
431678.58
Power Capacitors: Supply and delivery at site brand new best indegeneous make 3 phase, 50 c/s 440 volts 2 banks of 40 KVAR or suitble KVAR Alluminium Polypropelene type power capacitor conforming to the latest ISS 2834 suitable for indoor installations at a site whose altitude is 50 Note:- The capacitor is required to keep the total power factor of the installation at not less than 0.95 lagging.
80
-
32000
Transformer: Supply, erection, electrification and commissioning at site, brand new any other Board approved make or equivalent oil immersed naturally cooled continuous duty with Copper wound Distribution Transformer 200 kVA,11 kV/433 volts, 3 Ph, 50 Hz, Dyn 11 vector group distribution transformer conforming to ISS 2026/1977 or its latest amendments fitted with the following and suitable for outdoor installation. a) Dehydrating breather b) Oil conservator c) Drain plug for conservator d) Off ciruit tap changer in steps of 2.5% from + 5% to -10% for high voltage compensation for Transformers upto 100 KVA.e) Thermometer pack with the thermometer- f) Base channel - 2 Nos. g) Lifting lugs 2 Nos.h) Flat rollers i) Connecting pipesj) Oil guage - 1 No. k) Filter valve l) Air release plug - 1 No m) Filter cum drain valve o) Winding temperature indication with alarm and trip contacts n)Oil temperature indication with alarm and trip contacts o) Residual oil drain plug p) Explosion vent q) Detachable Radiators r) Busghing for high voltage side s) Cable box for low voltage side. t) Double float gas actuated Buccholz's relay with alarm and trip contacts u) Earthing terminals v) Marshalling Box: All contacts for alarm, trip and indication circuits shall be electrically free and designed for 230 V AC supply and brought out to separate terminals in the marshalling box. v) Marshalling Box: All contacts for alarm, trip and indication circuits shall be electrically free and designed for 230 V AC supply and brought out to separate terminals in the marshalling box. w) Oil filling hole with cap The losses of the transformer shall be as per CBIP standards The transformer shall be fitted with all other standard fittings and painted with high grey paint to shade No. 631 of ISS & shall be supplied with first filling of transformer oil etc., complete (test certificate shall be furnished)
1
-
498634.29
11 KV HT XLPE CABLE: Supply and delivery of aluminium XLPE HT cable earthed, glavanised steel flat strip armoured for the purpose of connecting from metering cubical to pole structure and from there to transformer. The length of the cable supplied shall be as per site conditions. The quantity indicated is only approximate and the successful bidder shall measure the quantity required at site before procurement of cable. 3 x95 sqmm
50
-
26428.5
LT CABLE: Supply and delivery at site brand new any Board approved make aluminium conductor PVC insulated sheathed steel tape/steel wire armoured PVC outer sheated 1.1 KV class UG cable confirming to the latest ISS 1554.The length of the cable supplied shall be as per site conditions. The quantity indicated is only approximate and the successful bidder shall measure the quantity required at site before procurement of cable.3.5 x 240 Sq mm (main side)
80
-
90400
-do- 3.5 x 185 Sq mm (motors)
40
-
35800
-do- 4 x 35 Sq mm (capacitor)
20
-
4500
Outdoor MCCB Panel : Supply, delivery and commissing at site brand new floor mounting, free standing, outdoor, cubicle type MCCB panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: 300 Amps MCCB with current setting range of suitable Amps of any other Board approved make of 36kA breaking capacity with U/V release, shunt release and suitable thermal release-1 No. The Bus bar chamber of adequate size to accommodate one incoming and one outgoing cables and switchgears.
1
-
49178.57
FIRE FIGHTING EQUIPMENTS : Supply and delivery at site brand new fire extinguishers consisting of 2 Nos. of cylindrical type carbon di-oxide gas pressure type suitable for 25 to 35 feet range operation with initial charge and suitable brackets as per 1 fire extinguishers regulations. a) Supply and delivery at site brand new suitble size first aid box with medicines. b) Supply and delivery at site brand new 1 No. shock treatement chart. c) Supply and delivery at site brand new best indeneous make 1 set of fire buckets, consisting of 4 Nos. of bucket 1 No. teakwood suitable stand. The fire buckets shall be painted in red and marked on each bucket in Kannada the work "Fire" this shall be painted with one coat of anticorrosive primer and two coats water proof red paints etc., complete as per fire extenguishers regulations. d) Supply and fixing of cable route indicators - 25 Nos.
1
-
7741.07
TOOL KIT :- Supply and delivery at site best Taparia/or any other Board approved make and other reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following. a) Double end spanner 1/4" to 1" 1 set b) Screw driver insulated 11" - 1 No c) Screw driver insulated 8" - 1 No d) Cutting puller insulated 8" - 1 No e) Hammer with handle 1 Kg - 1 No f) Pipe wrench 24" 1 No g) Pipe wrench 18" 1 No h) Pipe wrench 12" 1 No i) Hammer with handle 5Kgs 1 No j) Grease gun - 1 No k) Ring spanners 1/4" to 1" - 1 set l) Supply of Testing Equipment ( Manual megger of 1 kV, Digital multimeter, Tong tester, )
1
-
9850
ERECTION OF CAPACITORS: Formation of suitable CC foundation in CC 1:2:4 using all the required materials such as cement, sand,jelly etc., complete and erection of the capacitor on the above foundation using the required materials etc., complete including the cost of all the materials - 2 banks of 20 kVAr
1
-
1000
ERECTION OF TRANSFORMER AND SUBSTATION: Construction of platform in size stone, for erection of transformer and, outdoor MCCB panel, Metering Cubicle including all materials, labour. Excavation of pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 1cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9m below ground level and 1.2m above ground level neatly hammer dressed in cement mortor 1:6 cutting complete providing pointing to stone masonary in cement morter 1:3 after racking joint & nicely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc., curing at every stages complete and with MS rail embeded on the top of the platform, hoisting the transformer for the erection on the above platform and erection of the transformer on the platform including the cost of all the materials required labour etc., complete with supply and spreading of 40 mm down size jelly all round the transformer substation including transporation and erection of transformer using crane or other means including cost of all materials and labour required for erection of the above with all lead and lift etc., complete The work also includes erction of load break switch panel and MCCB panel including loading and unloading etc., complete.
1
-
40394.64
Erection of Control Panel Board, starter panel & outdoor MCCB panel: on CC foundation including formation of CC foundation in CC 1:2:4 prop. Using all the required materials such as cement, jelly etc., complete including errection of the panel board, on CC foundation using required materials such as MS channel bolts, nuts, washers etc., complete with all lead and lift.
4
-
26289.28
Erection of pumpsets: Formation of suitable block machine foundation in CC 1:2:4 confirming to the latest ISS 2974 using all the required materials such as cement, sand, jelly etc., complete including necessary earth work refilling curing etc., complete. Erection of the pumpset mounted on the common baseplate on the above foundation using the required material such as foundation bolts, key locks, self interlocking bolts, washer etc., complete levelling, aligning of the pumpsets on the foundation grounding and dynamic balancing using all the required materials including excavation for foundation making pump pits, dewatering etc., complete.
2
-
26287.32
LAYING OF CABLE: LAYING IN TRENCHES:- The works shall include digging of trenches size of 0.60 Mtrs. deep & 1.0 Mtrs. wide providing providing sand bedding to the cables laying the cable in trench providing cable marking bricks refilling, consolidation the soil etc., complete including the cost of all the materials required for laying the cable as per IE rules labour etc., complete. 3.5 x240 Sqmm 1.1 KV Class cable Of 2 runs
30
-
3669.6
'-do- 3x 95 Sqmm 11 KV Class Of 2 runs
15
-
1834.8
LAYING IN G.I. PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the grand using all the required materials such as GI pipe clamps, bolts, nuts, washers etc., for fixing the GI pipes to the pole including the cost of these mateials labour etc., complete. 3.5 x240 Sqmm 1.1 KV Class cable Of 2 runs
10
-
3776.8
'-do- 3x95 Sqmm 11 KV Class Of 2 runs
10
-
3776.8
Laying of load side cable:- Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete.3x 185 Sqmm Of 2 runs
15
-
468.75
-do-3x35 Sqmm
20
-
625
Cable Terminations: Termination of cable using Alluminium/copper lugs to the terminal end for solderless crimping to aluminimum conductors by adopting crimping tool.3.5 x 240 Sqmm 1.1 KV Class cable (main side cable)
20
-
9260
-do- 3x 185 Sqmm 1.1 KV Class cable (load side cable)
8
-
2616
-do- 3x 35 Sqmm 1.1 KV Class cable (capacitor cable)
6
-
192
Cable End Seals:- Supply and fixing of 1.1 KV Indoor and outdoor type RAYCHEM/M SEAL/or any other Board approved make heat shrinkable /Push On type cable end seals with all required materials including copper lugs and terminals.,etc.,complete. Suitable 3 X 95 sqmm, 11 KV XLPE cable, outdoor earthed type
4
-
20604.48
'-do- 3 X 95 sqmm, 11 KV XLPE cable indoor earthed type
6
-
32267.4
Supply of 11 kV HT Metering Panel with 3 CTs 3 PTs for 3 phase 4 wire metering with transparent cover TTB, with 30X8mm Cu Bus bars (HT Metering Box fabricated out of 3mm MS sheet duly epoxy powder coated with HT Electronic Tri-Vector Meter of Class-0.2 class with ABT features & DLMS protocol with ToD with all single ratio CTs of suitable class, ratio, burden for 3 phase 4 wire metering with load break switch. including construction of platform (1.5x1.5x1.2) mtr in size stone, for erection of equipment including all materials, labour. Excavation of (1.5x1.5x1.5) mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 1cm thick layers, well compacted curing etc., complete providing and construction of stonemasonary 0.9m below ground level and 1.2m above ground level neatly hammer dressed in cement morter 1:6 cutting complete providing pointing to stone masonry in cement mortar 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement mortar 1:4 including smooth rendering curing etc., curing at every stages complete as per ESCOM specifications.
1
-
152166.96
Chain linked wire fencing:- Supply and providing chain linked wire fencing for 11 kV transformer sub-station. The chain linked fencing should be with 2"x2"x8 SWG wire welded to angle iron frames of size 2.5 Mx2.5M using angle of 50x50x6MM. The frame be fixed to the supporting channels spaced at 2.5M of size 100x50mm 3.1 M height fixed in CC (1:2:4) at bottom etc.,including cost of all materials transportation and labour for fixing, silver painting etc., complete with door of 2.5M size at suitable places Chain linked fencing shall be erected upon size stone masonry structure. The work includes providing & constructing granite/trap/basalt size stone masonry (0.45m wide, for aheight of 0.30m) in foundation cement mortor 1:6 stone hammer dressed in courses not less than 20 cm high, bond stones at two m apart and over plain cement concrete of mix M15 with OPC cement @240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878 cum and fine aggregates @ 0.459 cum machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation and plinth for a thickness of 0.15 cm for foundation and 0.10 for coping including cost of all materials, labour, HOM of machinery, curing etc., complete.
30
-
99000
EARTHING: Providing earthing as per latest ISS 3043 and as per IE rules including the following.a) Earth Electrodes FOR LT System :- Main earth electrodes 40mm dia 2.9mm thick 2.5 Mtrs long GI pipe providing with 12mm dia through holes, 150mm shall be coupled to a 19mm dia GI pipe of suitable of length at one end through reducing socket of size 40mmx19mm size. The other end of 90mm dia GI pipe is required to be provided with a funnel with wire mesh, GI check nuts, GI nut washers etc.,b) An inspection chamber of size 300mm x 300mm x 300mm size CC 1:2:4 with 150mm thick side walls, 100mm thick as bottom shall be provided. The inspection chamber shall be covered with MS or CI frame and cover. The cover shall be inged to the frame and provided with padlocking arrangements. Inspection chamber frame and cover shall be finished with antocorrosive primer and numbered.c) Supply and fixing of GI earthing strip 50mm x 10mm or suitable size for equipment earthing of transformer switch gear, meters motors lighting arrestors f) Supply and fixing of 8 SWG copper or equivalent GI wire for earthing of fencing sub-station structure, handle of the GOS etc.Testing shall be done after completion of installation. Final grid resistance of each area shall be measured and shall be within 1 ohm. 2) Necessary soil testing shall be carried out by the contractor at his own cost before carrying out the work. 3) Since, the earthing points of different equipments and fault level are interconnected , the contractor shall submit the calculations for no of pits required before executing the work. 4) The work also includes connecting the common point of earthing to the earth pit with necessary coupler/ Extothermic welding as per IE rules NOTE:- All the equipments, such as switchgears, transformers lighting arrestors shall be earthed by two seperate and distinct connection with the earth cover as per IE rules and as required by electrical inspectorate without any extra cost..
20
-
107307.2
LAYING AND JOINTING OF MS PIPES AND SPECIALS: Laying and jointing of MS pipes and specials for suction & delivery connections of the pump using suitable size bolts, nuts, packing etc., complete including fixing foot valve, all types of valves, gauges, strainers, delivery & suction manifold. The work shall include providing pipe supports, thrusts block in CC 1:2:4 prop., wherever necessary upto the end of the delivery manIfold, using all the requied materials such as sand, cement jelly including making holes in sump, pump house for laying suction and devliery pipes, packing of holes with CC 1:2:4 etc., complete. (all lead and lift) NOTE: The tenderer should furnish the layout drawing showing the position of valves, Tees, Pipes, providing for future pumpsets etc., and obtain approval from the Chief Engineer before taking up erection work.
1
-
6499.2
PRESSURE RELIEF VALVES : Supply, delivery and erection of site brand new DOROT( S-300 series)/BERMAD/ ERHALD/ SINGER make pressure relief valve of 80mm dia with maximum permisable pressure 6 Kg/cm2 with the following specifications. ( PN 16) 1. Valve should have direct sealing diaphragm activated by line pressure and controlled by 2 way diaphragm operated adjustable pilot valve. 2. Valve should be installed on a Tee junction, which should modulates automatically to maintain present inlet pressure and releive the excess pressure out of the network. MATERIAL OF CONSTRUCTION : 1. Body and Bonnet - Ductile Iron ISO 1083 Grade 450-10. 2. Diaphragm - Natural rubber (standard). 3. Spring - SS 302. 4. Pilot valve - Brass ISO 426. 5. Coating - Electrically applied over baked polyster. 6. End connection - Flanges BS or IS. The outlet of pressure sustaining valve should be connected to sump using MS pipes and fittings.
1
-
175892.86
Servicing and commissioning: The pumpsets along with all other elecrical equipments shall be serviced and commissioned in the presence of the Engineer-in-charge of work including trail running for a period of 90 days. The work shall include the following Providing operating and maintenance manuals of the pumps and allied equipments to the operating personnel. Giving trail run of the pumpsets for a period of 90 days from the date of successful commissioning. The contractor should employ personnel to operate & maintain the pumpset and accessories during the trial run period and should train the Board/Municipal Staff to operate the pumpsets. NOTE:1. The energy and water will be provided by the Board free of cost. 2. The pumpsets along with all the electrical equipments shall be commissioned only when the performance of switch gears, relays are wittnessed by the Executive Engineer in charge of the work and Asst. Executive Engineer (Electrical) of the Board
1
-
38842.41
Supplying and laying of Cable in Cable trays:- Running the cable in cable trays including supplying perforated cable trays with powder coated paint on exsiting MS angle support using necessary GI bolts / nuts and washer or weiding as required, properly securing the cable in position with minimum clearance between the cables etc., complete using all the required materials etc., complete. 300X50mm
20
-
9767.8
PART D: Operation and maintenanace of Bulk water supply system for a period of Three years : Operation and maintenance of bulk water supply system for the 1st year (lumpsum) including establishment cost, chemicals and consumables complete as directed by EIC and as detailed in Section 7.
12
-
4797996
Operation and maintenance of bulk water supply system for the 2nd year (lumpsum) including establishment cost, chemicals and consumables, supplying oil, grease, replacement of air valve balls, repair to pumps if any etc., complete as directed by EIC and as detailed in Section 7.
12
-
5277804
Operation and maintenance of bulk water supply system for the 3rd year (lumpsum) including establishment cost, chemicals and consumables, supplying oil, grease, replacement of air valve balls, repair to pumps if any etc., complete as directed by EIC and as detailed in Section 7.
12
-
5805600
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