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
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Providing Water Supply And Underground Drainage Facilities To Vivekananda Nagar In Mandya City Under Dc Works Of Muda, Mandya
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/2021-22/WS/WORK_INDENT3043Bid Award Id
ViewTender No
KUWSDB/2021-22/WS/WORK_INDENT3043Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Providing and filling in foundation with granite / trap / broken metal 100 mm and downsize with approved sand including and packing, ramming, watering including cost of all materials and labour with all lead and lifts complete as pwer specification.
124.03
-
270065.4
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
36.87
-
218437.42
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 (Minimum Cement @ 360Kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
261
-
1807479.81
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 with all lead & lift including weigh batch plant mixing plywood/steel form work, centering, scaffolding, curing, plastering and smooth finishing the exposed faces in C.M. 1:3 12 mm thick as per designs etc. complete for RCC Shaft (minimum Cement @ 360Kgs)with all lead & lift .as directed by the Engineer-in-charge. Below ground level
6.29
-
81019.41
-do- Above GL upto 6.0 M height
52.39
-
719768.4
-do- Above 6.0 M upto 9.0 M height
27.09
-
383787.82
-do- Above 9.0 M upto 12.0 M height
19.58
-
285782.24
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 with all lead & lifts. including weigh batch plant mixing, plywood/steel form work, centering, scaffolding, curing, as per designs etc., complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. Above 9mtr upto 12mtr height.
13.3
-
247309.64
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, 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) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.Above 9mtr upto 12mtr staging.
128.82
-
2672548.67
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,for Side Wall over the staging.(Cement @400kgs) (contractor will make his own arrangements for procuring water for testing).as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. Above 9mtr upto 12mtr staging.
61.47
-
1462309.83
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 and lifts 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 (Cement @ 400 Kgs).for Top Dome/Slab as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.(Cement @ 400 Kgs)Above 9mtr upto 12mtr staging.
39.67
-
920501.09
Supply and Labour charges for fabricating mild steel or toe steell bars of all sizes for reinforcement of RCC works including conveying of steel to work site with all lead including cleaning, straightening, cutting, bending, fabricating placing in position and tieing as per design including cost of binding wire hoisting etc with all lifs etc. complete(including cost of steel).as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. FE-500. Above 9mtr upto 12mtr staging.
67.06
-
3272128.32
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of size 65 mm x 65 mm x 10 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 etc., complete.as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 65X65X8MM angle iron.
27
-
63693
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 etc., complete. as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For tank upto 5.0 lakh litres and upto 10.0 lakh litres capacity.
1
-
6475
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
2205
Supplying & Fixing CI puddle flanges conforming to IS 7181-1986 with latest amendments, in position for R.C.C. walls including hoisting and conveying them to work spot with all lead and lift etc., as directed by the Engineer-in-charge. 200mm Dia
2
-
16328.74
-do-250mm Dia
2
-
21464.8
-do- 300mm Dia
2
-
27523.7
Supplying, of DI flanged pipe onforming to IS 8329 : 2000 with latest amendments with Cement Mortar Lining (CML) with Portland Slag Cement as per IS 455:1989 and Metallic Zinc Coating as per annex A of IS 8329 with finishing layer of Bituminous Coating as per Annex C of IS 8329 and Flanges: Metallic zinc rich epoxy paint & Bituminous Coating, laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material, conveying to work spot as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.200mm Dia - PN10
30
-
132858
-do -250mm Dia- PN 10
30
-
183018
-do- 300mm Dia - PN 10
40
-
320681.6
Providing and fixing following diameters CI Duck Foot Bends as per IS standards with latest amendments etc., complete with all lead and lifts as directed by the Engineer-in-charge 200mm Dia
2
-
18120
-do- 250mm Dia
2
-
23876
-do- 300mm Dia
2
-
30000
Supply , delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of ductile iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers.as per relevant IS. as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 200mm Dia - PN10
2
-
74624.68
-do- 250mm Dia PN10
2
-
102661.92
-do- 300mm Dia PN10
2
-
170842.38
Supplying & fixing 40 mm dia G.I. medium duty pipes hand railing 3 rows fixed to 1:2:4 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 etc., complete as directed by the Engineer-in-charge . (Rate per Mtr. is for 3 rows of G.I. pipes.)
132.17
-
113930.54
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. as directed by the Engineer-in-charge.
716.16
-
43521.04
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing etc., complete as per specifications with all lead and lift as directed by the Engineer-in-charge .
6.35
-
32989.39
Providing and laying red oxide flooring 40 mm thick with an under layer of 30 mm thick M-15 cement concrete using broken granite metal of 12.5 mm 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 as per specifications etc., complete with all lead and lift as directed by the Engineer-in-charge .
65.38
-
38923.33
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 & lift etc., complete as directed by the Engineer-in-charge. Above 9 mtrs upto 12 mtrs staging
1003.65
-
208759.2
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
414.94
-
30344.56
Providing and fixing M.S.grill work for windows and ventilators using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-charge. Specification No. KBS 7.12
300
-
24102
Providing and fixing 1 mm thick M.S. Sheet garrage door with frame and diagonal braces of 40x40x6 mm angle iron 3.15 mm thick MS 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 as per specifications with all lead and lift as directed by the Engineer-in-charge
4.2
-
10088.23
Applying red lead ready mix priming coat over new steel or other metal surfaceincluding 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
8.4
-
250.91
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 specifications with all lead and lift as directed by the Engineer-in-charge. For Door
8.4
-
709.46
Gauge- Providing and fixing 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 paint with all lead and lifts as directed by the Engineer-in-charge.
1
-
8276
Lightining Arrester-'Supplying and fixing lightening arrestor of aluminium 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 etc.as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For tanks above 9 Mtr. upto 12 Mtr. staging.
1
-
16012
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-section 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 as directed by the Engineer-in-charge. For ventiator
2.5
-
9089.75
CONSTRUCTION OF RCC VALVE CHAMBER (1.5M X 1.5M ): Earth work excavation by manula means for pipeline trenches (except building works) including depositing on bank with all lead 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. complete with all lead and lift as directed by the Engineer-in-charge. 0 to 2 M Depth In all soils mixed with boulders of 30 cm size upto and exclusive of disintegrated rock
13.5
-
2433.38
-do- in disintegrated rock and soft rock and soft shale,medium hard rock comprising of Lime stone , sand stone,hard shale ,schiest,fissured rock without resorting to blasting
8.1
-
3295.48
-do- in hard rock
5.4
-
8843.58
KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing etc., complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
1.45
-
7533.01
KSRB 4.2.1 : Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregtes @ 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 for footings,pedastals retaining walls, return walls, walls ( any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing complete but excluding cost of reinforcement as per specification with all lead and lift as directed by the Engineer-in-charge.
6.56
-
42011.75
KSRB 4-6.3 : 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 above 200 mm including cost of all materials, labour complete as per specification with all lead and lift as directed by the Engineer-in-charge.
46.1
-
18233.47
Supply and Labour charges for fabricating mild steel bars of all sizes for reinforcement for RCC works 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. etc., complete with all lead and lift as directed by the Engineer-in-charge.
0.7
-
33550.91
Providing and fixing MS inspection door of size 60cm x 60cms including MS frame ,size 50 x50 x6mm and shutter of 3mm thickness with hinges at top and locking arrangements ,painting etc., complete with all lead and lift as directed by the Engineer-in-charge
2
-
4410
Providing and fixing chain link fencing for 20x20Mtr for proposed OHT : Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.0-2 mtr depth
19.1
-
3442.78
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.62
-
18806.55
Providing and laying in position reinforced cement concrete of mix M20 with OPC cement @320kgs,with 20mm and down size graded granite metal,coarse aggregates @0.69 cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS 9103-1999 -2008 machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footing, pedastal retaining walls, return walls, walls ( any thickness) including attached plasters, columns pillars, posts, struts, buttresses, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforment as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1.13
-
6992.59
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
20.52
-
88494.76
Providing and laying in position plain cement concrete of mix 1:2:4 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, for coping. Including cost of all materials, labour, HOM of machinery, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.42
-
18636.91
Providing ruled pointing 20mm deep to coursed stone masonry with cement mortar 1:3 after raking joints to depth 20mm deep, nicely lining, including cost of materials, labour, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
22.8
-
2301.43
Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of65x65x6 mm welded together and fixed in CC (1 :2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 ems. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineer-in- charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting (excluding cost of earthwork and concrete) including cost of materials, labour, HOM as per specification etc. complete with all lead and lift as directed by the Engineer-in charge..
50.4
-
42515.93
Providing and fixing M.S. Block pipe of 38mm dia, of heavy guage of 14 including removing the bends, cutting the pipe, and fixing pipe in between the two verticle poles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc., complete including two coats of approved quality paint over one coat of shop paint,including cost of materials,labour,HOM as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
152
-
50725.44
Providing chain link fencing 50mm size of 8 guage properly stretched between existing rectangular poles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat of shop paint, including cost of materials, labour, HOM as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
114
-
77379.78
Supply and Labour charges for fabricating mild steel bars of all sizes for reinforcement for RCC works 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. etc., complete with all lead and lift as directed by the Engineer-in-charge.
0.11
-
5272.29
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. as directed by the Engineer-in-charge.
19.1
-
1160.71
Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members asshown 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
6.12
-
18494.76
PROVIDING AND LAYING DISTRIBUTION NETWORK OF HDPE PE-100, PN-8 & DI K-7 CLASS PIPE LINE: Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
29520
-
273650.4
Cutting road surface for pipe line trenches and disposing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications. Asphalt road
22.5
-
13395.15
-do- Macadam road
1069.67
-
347054.43
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 'In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
11567.28
-
2085002.22
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
4406.58
-
1792817.07
-do- in hard rock by chistelling.
1101.65
-
1804172.21
Providing 20cm thick Murrum Bedding for the pipeline trenches including watering and consolidation by punners etc., as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2473.04
-
610840.88
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidelines including encasing the pipe around to a depth not less than 15cms with soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant ISS with all lead and lift including testing and commissioning. The rate is exclusive of required specials and fittings etc., complete. (Contractor will make his own arrangement for procuring water for testing).Upto 110 mm dia, Coils shall be used as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For 75mm dia HDPE PN-8, PE-100 pipe
12951
-
2889109.08
-do- 90mm dia HDPE PN-8, PE-100 pipe
3583
-
1111016.64
-do- 110mm dia HDPE PN-8, PE-100 pipe
5275
-
2186012.75
-do- 160mm dia HDPE PN-8, PE-100 pipe
2910
-
2441431.8
-do- 200mm dia HDPE PN-8, PE-100 pipe
350
-
448119
-do- 250mm dia HDPE PN-8, PE-100 pipe
383
-
748129.22
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 of DI pipes and specials, (Excluding cost of specials) with rubber gaskets including cleaning the socket and 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) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For 400mm dia K-7 Class DI pipe
1050
-
4703958
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 relevant IS. The rate including labour charges for jointing and fixing of valves as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 80mm D.I Sluice Valve - PN-10.
23
-
250938.74
-do-100mm D.I Sluice Valve PN-10.
12
-
173468.52
-do-150mm D.I Sluice Valve PN-10.
8
-
188273.92
-do-200mm D.I Sluice Valve PN-10.
2
-
74624.68
-do-250mm D.I Sluice Valve PN-10.
2
-
102661.92
-do-400mm D.I Sluice Valve PN-10.
1
-
261195.28
THRUST BLOCK (0.75 X 0.75 X 0.75M) : Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 'In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
41
-
7390.25
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
13.6
-
5533.16
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
45
-
10706.85
Supply and Labour charges for fabricating mild steel bars of all sizes for reinforcement for RCC works 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. etc., complete with all lead and lift as directed by the Engineer-in-charge.
0.4
-
19171.95
Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20mm and down size metal of approved gradtion hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead and lift and placing the same above or below bround level including plywood/steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary etc., as per specification etc. complete with all lead and lift as directed by the Engineer-in charge for Anchor Blocks of Thrust Blocks.
8.34
-
55491.44
THRUST BLOCK (1.0 X 1.0 X 1.2M) : Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead 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. 'In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
17.28
-
3114.72
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
5.76
-
2343.46
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
28.8
-
6852.38
Supply and Labour charges for fabricating mild steel bars of all sizes for reinforcement for RCC works 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. etc., complete with all lead and lift as directed by the Engineer-in-charge.
0.36
-
17254.75
Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20mm and down size metal of approved gradtion hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead and lift and placing the same above or below bround level including plywood/steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary etc.,as per specification etc. complete with all lead and lift as directed by the Engineer-in charge for Anchor Blocks of Thrust Blocks.
6.84
-
45510.97
CONSTRUCTION OF 1.00M DIA RCC VALVE CHAMBER : 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. In Ordinary / All soils / Hard soil (Depth upto 3m)
48.6
-
4805.57
-do- in ordinary Rock (not requiring blasting)
16.2
-
2185.87
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.as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3
-
17773.59
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 plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 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) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
4.5
-
34230.02
-do- for vertical side walls, alround effluent channel,baffels, etc. complete with outside form finishing (Cement @ 400 Kgs).
13.05
-
172832.37
Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340 kg with 20mm and down size graded granite metal coarse aggregate ,@ 0.70 cum and fine aggtregates @ 0.47 cum with superplastisizer @3ltr confirming to IS: 9103-1999 Reafirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels & beams, retaining walls, return swalls, walls (any thickness) including attatched pillasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, palin window cills, fillets, etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. (excluding cost of steel, fabrication & plastering charges) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2.55
-
16714.26
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, at thickness above 200mm including cost of all materials, labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
19.95
-
7890.62
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
64.8
-
3937.9
Supply and Labour charges for fabricating tor steel bars of all sizes for reinforcement for RCC works 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. etc., complete with all lead and lift as directed by the Engineer-in-charge.
1.95
-
93463.25
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
19559.88
-
1188653.91
Providing, laying, spreading and compacting crushed stones aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired basically as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
67.5
-
115967.7
Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications.
450
-
12051
Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher 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. 508 complete in all respects as per specification etc. complete with all lead and lift as directed by the Engineer-in charge using 40/60 TPH capacity H.M.P with mechanical paver Gr-II (25mm to 30mm) with 5%VG-10 Bitumen.
22.5
-
140927.18
Providing and laying 20 mm thick mix seal surfacing Type ‘ B ‘ on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 13.2mm size premixed with bitumen binder @ 1.90 kg/sqm of CRMB 55 grade in a minimix plant 6 / 10 tonne, laying manually and rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM of machineries as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
450
-
71379
PROVIDING AND LAYING 250 MM DIA DI K9 CLASS FEEDER MAIN FOR PROPOSED 10.00 LL OHT AT OLD TALUK OFFICE PREMISSES FROM HOLALU CIRCLE IN MANDYA CITY : Cutting road surface for pipe line trenches and disposing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc., as per specification etc. complete with all lead and lift as directed by the Engineer-in charge- Asphalt road
8.5
-
5060.39
-do- Macadam road
25.5
-
8273.48
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
278.16
-
50138.34
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
79.48
-
32336.44
-do- in hard rock by chistelling.
39.74
-
65082.2
Providing 20cm thick Murrum Bedding for the pipeline trenches including watering and consolidation by punners etc., as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
35.7
-
8817.9
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 of DI pipes and specials, (including cost of specials) with rubber gaskets including cleaning the socket and 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. (contractor will make his own arrangements for procuring water for testing). For 250mm dia K-9 Class DI pipe
350
-
1133625.5
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 relevant IS. The rate including labour charges for jointing and fixing of valves as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 250mm D.I Sluice Valve-PN 10
1
-
51330.96
-do- for SCOURE VALVE AND ISOLATING SLUICE VALVE 100mm D.I Sluice Valve PN- 10
2
-
28911.42
Supply, conveying to worksite, loading, unloading stacking and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. The rate including labour charges for jointing and fixing of valves. 100mm D.I Air Valve PN-10
1
-
47797.71
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
361.68
-
21979.29
Providing, laying, spreading and compacting crushed stones aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired basically as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
25.5
-
43810.02
Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
170
-
4552.6
Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher 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. 508 complete in all respects as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.using 40/60 TPH capacity H.M.P with mechanical paver Gr-II (25mm to 30mm) with 5%VG-10 Bitumen.
8.5
-
53239.16
Providing and laying 20 mm thick mix seal surfacing Type ‘ B ‘ on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 13.2mm size premixed with bitumen binder @ 1.90 kg/sqm of CRMB 55 grade in a minimix plant 6 / 10 tonne, laying manually and rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM of machineries as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
170
-
26965.4
CONSTRUCTION OF THRUST BLOCK (0.75 X 0.75 X 0.75 m): Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 'In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
6.15
-
1108.54
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2.04
-
829.97
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
6.75
-
1606.03
Supply and Labour charges for fabricating mild steel bars of all sizes for reinforcement for RCC works 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. etc., complete with all lead and lift as directed by the Engineer-in-charge.
0.06
-
2875.79
Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20mm and down size metal of approved gradtion hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead and lift and placing the same above or below bround level including plywood/steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary etc.,as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. for Anchor Blocks of Thrust Blocks.
1.25
-
8317.06
CONSTRUCTION OF 1.00M DIA RCC VALVE CHAMBER : 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. In Ordinary / All soils / Hard soil (Depth upto 3m)
6.48
-
640.74
-do-in ordinary Rock (not requiring blasting)
2.16
-
291.45
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.as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.4
-
2369.81
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 plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 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) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.6
-
4564
-do- for vertical side walls, alround effluent channel,baffels, etc. complete with outside form finishing (Cement @ 400 Kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1.74
-
23044.32
Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340 kg with 20mm and down size graded granite metal coarse aggregate ,@ 0.70 cum and fine aggtregates @ 0.47 cum with superplastisizer @3ltr confirming to IS: 9103-1999 Reafirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels & beams, retaining walls, return swalls, walls (any thickness) including attatched pillasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, palin window cills, fillets, etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. (excluding cost of steel, fabrication & plastering charges) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.34
-
2228.57
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, at thickness above 200mm including cost of all materials, labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2.66
-
1052.08
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
8.64
-
525.05
Supply & Labour charges for fabricating tor 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 (including cost of Steel) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.26
-
12461.77
Providing Underground drainage facilities to Vivekananda Nagar in Mandya city: Providing and laying sewer network: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of thorney, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
36000
-
333720
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 per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 0-2mtr depth In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
16972.94
-
3059372.43
-do- 0-2mtr depth in watery situation
7274
-
1966744.12
-do- 2 to 4 mtr depth
1597.07
-
381635.85
-do- 2 to 4 mtr depth In watery situation
684.46
-
245337.84
-do- 4 to 6 mtr depth -
13.54
-
4309.38
-do-in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting 0-2mtr depth
8659.62
-
3523166.4
-do-2 to 4 mtr depth
1825.23
-
830954.21
-do-4 to 6 mtr depth
18.05
-
9500.26
-do- in hard rock by chistelling 0 to 2mtr depth
1731.92
-
2836365.38
-do-2 to 4 mtr depth
456.31
-
801818.81
-do-4 to 6 mtr depth
13.54
-
24601.1
Cutting road surface for pipeline trenches and disposing off the excavated stuff as directed including barricading, danger lighting as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. Cutting macadam road
750
-
243337.5
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth with a lead of 200 metres as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
39246.68
-
2385020.74
Supplying Unplasticised PVC pipes conforming to IS 15328:2003 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and 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 UPVC pipes (with cost of elastometic sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 160mm dia
23478.7
-
12423519.32
-do- 200mm dia
274.6
-
219776.11
-do- 250mm dia
166.4
-
206742.02
Conveying of (K-7) Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite rolling and lowering into trenches, laying true to line and 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)(Lining shall made by Sulphate resistance Cement Only) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 150mm dia
250
-
366555
-do- 200mm dia
50
-
93192.5
Supplying 300mm dia S&S RCC Spun pipes NP-3 class confirming to IS 458;1988 with latest amendments and conveying to worksite ,rolling and lowering in to trenches ,laying true to line and level including loading and unloading at both destination 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 snecessary hydraulic test to the required pressure as per ISS and testing & commissioning (conractor will make his own arrangements for procuring water for testing)(Pipe shall be manufactured using Sulphate resistance Cement (SRC) only) in Watery condition as per specification etc. complete with all lead and lift as directed by the Engineer-in charge..
240
-
428328
Providing UGD House service connections for individuals: 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. 0 to 2 mtr depth. In all soils mixed with boulders of 30 cm size upto and exclusive of disintegrated rock as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2100
-
378525
-do- in disintegrated rock and soft rock and soft shale,medium hard rock comprising of Lime stone , sand stone,hard shale ,schiest,fissured rock without resorting to blasting as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
750
-
305137.5
-do- in hard rock by chistelling
150
-
245655
Supplying Unplasticised PVC pipes conforming to IS 15328:2003 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and 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 UPVC pipes (with cost of elastometic sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 110 mm dia
5000
-
1514950
Supply of UPVC end cap as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1000
-
75750
Constructing brick masonry inspection chamber 455x610mm, and 450mm depth, (clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal, foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 230x150mm and 450mm depth ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 450x350mm. Inspection chamber 450 x 300 x 450 mm as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1000
-
3954170
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth with a lead of 200 metres as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3000
-
182310
Supply of Specials for HSC : 160 x 110 mm dia UPVC Tee as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1000
-
680000
-do- 200 x 110 mm dia UPVC Tee
200
-
225000
-do- 250 x 110 mm dia UPVC Tee
100
-
145000
-do- 110mm dia 90 degree bend
1000
-
95000
Providing and constructing of Manhole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 Mtr. alround the chamber and brick masonry in C.M. 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in cc 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC manhole frame and cover in cc 1:2:4, supplying and fixing of plastic foot steps staggered at 30 cms apart as directed, watering, curing, barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Manhole No. on the inner conical surface etc. as per the drawing with all lifts and lead upto 5 K.M. for various diameters and depths noted below. With tablemoulded bricks of approved quality and medium duty SFRC manhole frame and cover as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For 1.20 mtr dia - 0.8mtr depth
120
-
1887250.8
-do- 0.9mtr depth
55
-
929167.25
-do- 1.0mtr depth
60
-
1078156.8
-do- 1.1mtr depth
48
-
912695.52
-do- 1.2mtr depth
33
-
661970.1
-do- 1.3mtr depth
32
-
675356.8
-do- 1.4mtr depth
25
-
556502.75
-do- 1.5mtr depth
23
-
536022.36
-do- 1.6mtr depth
9
-
219154.77
-do- 1.7mtr depth
8
-
204045.92
-do- 1.8mtr depth
8
-
212407.52
-do- 1.9mtr depth
8
-
220769.2
-do- 2.0mtr depth
4
-
115005.44
-do- 2.1mtr depth
4
-
120238.8
-do- 2.2mtr depth
3
-
94104.12
-do- 2.3mtr depth
3
-
98029.14
-do- for 1.50 mtr dia - 2.4mtr depth
4
-
168581
-do- With tablemoulded bricks of approved quality and heavy duty SFRC manhole frame and cover. For 1.20 mtr dia- 0.8mtr depth
31
-
523712.45
-do- 0.9mtr depth
33
-
577228.08
-do- 1.0mtr depth
21
-
389559.66
-do- 1.1mtr depth
10
-
195955.6
-do- 1.2mtr depth
20
-
412813.4
-do- 1.3mtr depth
10
-
216857.8
-do- 1.4mtr depth
26
-
593862.88
-do- 1.5mtr depth
9
-
214973.82
-do- 1.6mtr depth
20
-
498621.8
-do- 1.7mtr depth
17
-
443465.4
-do- 1.8mtr depth
9
-
244181.7
-do- 1.9mtr depth
11
-
309940.4
-do- 2.0mtr depth
8
-
234652.08
-do- 2.1mtr depth
11
-
337038.35
-do- 2.2mtr depth
6
-
191689.14
-do- 2.3mtr depth
4
-
133026.12
-do- for 1.50 mtr dia - 2.4mtr depth
8
-
341811.44
-do-2.5mtr depth
8
-
354444.16
-do-2.6mtr depth
8
-
367076.8
-do-2.7mtr depth
9
-
428163.12
-do-2.8mtr depth
6
-
295576.56
-do-2.9mtr depth
6
-
305051.04
Construction of RCC Precast Manholes Chambers conical in shape at top. The foundation of manhole chamber shall be with CC 1:3:6 proportion using 40mm down size jelly of 150mm thick and with an offset of 150mm alround the raft. The precast conical walls and raft of manhole chamber shall be with RCC M25 grade concrete as per drawing for various depths and raft depth as per drawing with a projection width alround the chamber as per drawing including the cost of providing and fabricating reinforcement HYSD grade steel of all sizes including cutting bending, tying, placing etc. The joints of precast RCC manhole members shall be wrapped with 1.5mm thick FRP with polyster resin alround the joints as required and as directed and fixing of inlet and outlet sewer pipe lines and 6 nos of house service connection pipes as per drawing and specifiation at necessary depths in cc 1:2:4 using graded Granite metal of 10mm to 20mm size with approved joint sealent and wrapping 1.5mm thick FRP with polyster resin alround as necessary and filling with PCC 1:2:4 above raft of 150mm x 150mm thick alround the RCC wall, including necessary number of pipes to be fixed while precasting the walls for grouting with neat cement slurry mixed with approved expansive chemical agent, using graded Granite metal of 10mm to 20mm size with approved joint sealent and wrapping 1.5mm thick FRP with polyster resin alround as necessary and filling with PCC 1:2:4 above raft of 150mm x 150mm thick alround the RCC wall, including necessary number of pipes to be fixed while precasting the walls for grouting with neat cement slurry mixed with approved expansive chemical agent, including providing necessary number. With tablemoulded bricks of approved quality and medium duty SFRC manhole frame and cover as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For 1.20 mtr dia- 1.5mtr depth
8
-
267572
-do- 1.6mtr depth
3
-
104200.8
-do-1.7mtr depth
3
-
108062.1
-do-1.8mtr depth
2
-
74615.6
-do-1.9mtr depth
2
-
77189.8
-do-2mtr depth
1
-
39882
-do-2.1mtr depth
1
-
41450.8
-do-2.2mtr depth
1
-
43019.6
-do-2.3mtr depth
1
-
44588.4
-do-For 1.50 mtr dia - 2.4 mtr depth
1
-
49596.2
-do-With table moulded bricks of approved quality and heavy duty SFRC manhole frame and cover. For 1.20 mtr dia- 1.5mtr depth
2
-
68157
-do-1.6mtr depth
5
-
176828
-do-1.7mtr depth
4
-
146610.8
-do-1.8mtr depth
2
-
75879.6
-do-1.9mtr depth
3
-
117680.7
-do-2.0mtr depth
2
-
81028
-do-2.1mtr depth
3
-
126248.4
-do-2.2mtr depth
2
-
87303.2
-do-2.3mtr depth
2
-
90440.8
-do-For 1.50 mtr dia - 2.4mtr depth
2
-
100456.4
-do-2.5mtr depth
2
-
103866
-do-2.6mtr depth
2
-
107275.6
-do-2.7mtr depth
3
-
166027.8
-do-2.8mtr depth
3
-
171142.2
-do-2.9mtr depth
3
-
176256.6
-do-3.0mtr depth
7
-
423199
-do-3.1mtr depth
7
-
442269.1
-do-3.2mtr depth
8
-
527244.8
-do-3.3mtr depth
6
-
411779.4
-do-3.4mtr depth
7
-
499479.4
-do-3.5mtr depth
7
-
518549.5
-do-3.6mtr depth
7
-
537619.6
-do-3.7mtr depth
2
-
159054.2
-do-3.8mtr depth
3
-
246754.2
-do-3.9mtr depth
2
-
169951.4
-do-4.0mtr depth
4
-
350800
-do-4.1mtr depth
5
-
451455.5
-do-4.2mtr depth
2
-
185764.4
-do-4.3mtr depth
2
-
190946.6
-do-4.4mtr depth
3
-
294193.2
-do-4.5mtr depth
3
-
301966.5
-do-4.6mtr depth
6
-
619479.6
Dismantling of size stone masonry in LM/CM and stacking the size stone within a radius of 50m and removing the debries to a distance up to 200m as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
108
-
19133.28
Providing and constructing granite/trap/basalt rubble stone masonry in foundation with mud mortar(uncoursed),bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
18
-
56954.88
Providing and laying in position plain cement concrete of mix 1:2:4 using 15mm with 20mm anddown size graded granite metal coarse aggregates @ 0.878 cum and fine aggregates @0.459 cum,machine mixedconcrete laid in layers not exceeding15 cms thick well compacted in foundation,plinth and cills including cost of all materials,labour HOM of machinery,curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
9
-
50416.47
Providing 20cm thick Murrum Bedding for the pipeline trenches including watering and consolidation by punners etc., as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
7032.4
-
1737002.8
Providing and filling sand in foundation upto plinth to required depth for sub soil treatment including watering ramming with lead upto 50m and lift upto 1.5m 2.3complete as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
150
-
329857.5
Filling in foundation with granite/trap broken metal 100mm and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with lead upto 50m and lift of 1.5m as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.at black cotton area
1280.53
-
2788251.63
CONSTRUCTION OF 4.0 X 6.60m SIZE WET WELL - 1: Earth work excavation in the following strata, including lifting and conveying the excavated stuff to a distance of 30 metres and stacking as directed as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 0 to 2 mtr depth In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
85.48
-
17615.72
-do- in watery situation
42.74
-
10569.6
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
30.53
-
14967.03
-do- in hard rock by blasting.
6.11
-
6608.58
2 to 4 mtr depth -do-in all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
57.31
-
17752.35
-do-in watery situation
28.66
-
10653.21
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
28.66
-
15664.41
-do- in hard rock by blasting.
9.55
-
11918.4
4 to 6 mtr depth '-do- In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
36.3
-
13985.66
-do- in watery situation
18.15
-
8391.47
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
25.41
-
16099.78
-do- in hard rock by blasting.
10.89
-
14190.11
6 to 8 mtr depth In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
1.66
-
788.3
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
0.99
-
684.29
-do- in hard rock by blasting.
0.66
-
931.81
Filling in foundation with granite/trap broken metal 100mm and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with lead upto 50m and lift of 1.5m as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. at black cotton area
18.6
-
40500.01
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 an all lead and lift including plywood / steel form work, machine mixing, laying, tamping curing etc., complete. as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
5.63
-
37367.89
Providing and laying vibrated M30 design mix for RCC works (excluding cost of reinforcement) with 20mm and down size of approve gradation hard brken granite, trap,basalt or with any other approved hard aggregate incluidng cost and conveyance of all materials with all lead and lift including playwood /steel formwork ,centering,scoffolding ,cementmortar ,plastering in CM 1;3 proportion ,20mm thick for inside with admixture of waterproof compound of requisite proportion of approved quality including weight batch mixing plant,curing making construction joints wherever necessary and giving satisfactory waterproof testing etc.,complete for floor slab,resting on ground (Contractor will make arrangements for procuring water for testing ) (400kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
7.28
-
63728.54
Providing and laying vibrated M30 design mix using 20mm and down size of approved gradation hard granite trap or basalt broken metal including weighbatch plant mixing ,shoring.strutting ,plywood/steelform work ,curing etc,complete with all lead for all materials for well curb or RCC cutting edge (cement at 400kg) for RCC steining below ground level including screen chamber as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
28.92
-
337563.49
-do- RCC steining above ground level upto 3.50mtr height
9.63
-
113427.53
-do- RCC steniing above ground level from 3.50mtr height up to 5.00mtr
6.91
-
82123.97
Providing and laying vibrated M 30 design mix for RCC work with 20mm and down size of approved gradation hard broken granie, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weight lbatch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in CM 1:3 proportion 12mm lthick for inside surface etc., complete (excluding cost of reinforcement) for RCC covering slab (flat slab) (cement at 400 Kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.18
-
40671.02
Providing and constructing granite/trap/basalt size stone masonry in basement with cement morter 1;6 stone edges of stones chistle dressed in courses not less than 15cm high with bond stones at 2mtr apart in each courses including cost of materials ,labour ,curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1.08
-
5567.56
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320kgs with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregates @ 0.46cum with super plastisiser @ 3lts confirming to IS 9103-1999 Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick , vibrated for RCC beams , columns of all sizes in foundation plinth and super structure ground floor level for roof slabs , stair case lintles columns , including cost of all materials labour , HOM of machineries curing , complete as per specification (excluding cost of steel, fabrication and plastering) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.54
-
3423.35
Providing 20mm 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
149.27
-
39820.76
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
13.2
-
2624.03
Providing ruled pointing to coursed stone masonry with cement mortar 1;3 20mm deep after racking joints to depth of 20mm nicely lining including cost of materials ,cost of materials,labour curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
100.94
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
7
-
16513
Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 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, 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. Shutter size 3m x2.8m.
3.78
-
11142.91
Providing and fixing top covers made out of 20 guage .M.S. sheet overm pull and push rolling shutters bent to shape including cost of red lead primer coat of paianting, materials,labour, HM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1.8
-
876.94
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hungfully openable 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 25x46x3mm, weighing 2.28Kg/m duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows not more than 34 cms c to c including providing and fixing 4mm thick reeded glass with teakwood beading of required size all steel sections should confirming to IS 7452:1990 4 Nos of hold fasts of approved size, section should be cut to length welded and electrically grinded subdividing frames ofl unit shall be tennonned and reventted into the frames electrically. All the steel surfac e shall be through cleaned free of rust and painted with one coat of anti corosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials , fixtures, labourl and HOM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2.88
-
10471.39
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24 kgs with 12mm and downsize graded granitemetal coarse aggregate @ 0.05175 cum and fine aggregate @ 0.345cum with superplasterisiser @ 0.225lts machine mixed, well compacted for plain chajja of 7.5 average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.06
-
1437.22
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for chajjas,corbels etc., including edges including cost of all materials labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.06
-
850.99
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 throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
62.61
-
4578.67
-do- for Ceiling
13.2
-
1033.3
Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered materials, free from mortar drops and other foreign matter cost of materials, labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
90.4
-
7821.41
Providing and applaying enamel metal paints two coats (excluding priming coats) 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
8.64
-
614.04
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
293.55
-
17839.03
Supply and Labour charges for Fabricating MILD STEEL or tor steel bars of all saizes for reinforcement of RCC Works including conveying steel to workspot with all lead including cleaning straightening,bending fabricating placing in position tieing as per designs including cost of binding wire hoisting all lift etc .as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.( including cost of steel). Fe500
5.67
-
263597.9
Providing and laying 7mm thick checker plate as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
858.54
-
111610.2
Supply of ISMB ,400,350 Beam to the pumphouse of size 4.00m dia suitable to carry Gantry to take up the load of (The beam will be supported on corbel including painting two coats by anti corrosive of approved colour over one coat of primer) Supply of gantry built up beam of ISMB400 to take up load with including painting two coats by anti corrosive paint of approved colour over one coat of primer Supply of gantry built up beam of ISMB400 to take up load with including painting two coats by anti corrosive paint of approved colour over one coat of primer Supply of channels of Size ISMC 75 Fabrication including welding,levelling making holesetc.complete with two coats of anticorrosive paint over one coat of primer Transportation errection ,commissioning of complete unit including two coats of anticorrosive paint over one coat of primer with all lead and lift for the above said components etc,complete Transportation errection ,commissioning of complete unit including two coats of anticorrosive paint over one coat of primer with all lead and lift for the above said components etc,complete ISMB 400 20 mtr at 62kg =1240kg ISMC 75 20 mtr at 6.8kg =136kg as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1376
-
178880
Supply & delivery at site Manual Coarse screen 0.40 m wide x 1.00 m SWD (+0.5m FB) 25 mm opening, MOC - SS304.The bar screen shall be located at a suitable elevation and each shall be designed to cater peak flow Suitable dimensions of the chamber shall be provided in order to maintain a velocity of 0.6 to 1.2 m/sec during the peak flow.Flow into bar screen chamber shall be received from main inlet chamber through a channel of adequate length & width as per specification etc., complete with all lead and lift .
1
-
26000
Providing barbed wire fencing: Providing to worksite and fixing R.C.C. pole of 2.40 m height with 0.15m square at bottom and 0.12 m square at top in C.C. 1:2:4 using 20 mm and down size granite or basalt metal with 4 Nos. of 10 mm dia M.S. reinforcement and 17 Nos. of 6 mm dia stirrups. The pole will be embeded in C.C. 1:3:6 using 20 mm and down size granite or basalt or trap metal for foundation of size 0.50x0.50x0.50m with necessary earth work for barbed wire fencing including curing and including cost of steel etc., complete with all lead. for all material as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
50
-
64700
Providing barded G.I. wire fencing of 12 x 12 gauge to worksite and drawn into stone pillars or iron pillars or RCC pillars or poles including drawing in holes wherever necessary excluding the cost of pillars/poles but including the cost of barded wire and binding wire and labour charges for fixing barded wire either vertically or horizontally, teing etc., complete with all lead & lift as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
200
-
2800
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
2
-
360.5
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.3
-
1558.55
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.4
-
2282.1
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320 kgs, with 20mm and down size graded metal coarse aggregates @ 0.69cum and fine aggregates @0.46cum, with superplastisister @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth nand ground level for roof slabs, staircase, lintles and beams retaining walls,return walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, butttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window cils, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. (Exclusding cost of reinforcement, fabrication and finishing charges) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.36
-
2282.23
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.05
-
2886.58
Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members asshown 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. as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
5.25
-
15865.6
CONSTRUCTION OF 4.0 X 7.50m SIZE WET WELL - 2: Earth work excavation in the following strata, including lifting and conveying the excavated stuff to a distance of 30 metres and stacking as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 0 to 2 mtr depth In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
97.49
-
20090.74
-do- in watery situation
48.74
-
12053.4
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
34.82
-
17070.16
-do- in hard rock by blasting.
6.96
-
7527.94
2 to 4 mtr depth '-do- In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
66.47
-
20589.75
-do-in watery situation
33.23
-
12351.92
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
33.23
-
18162.19
-do- in hard rock by blasting.
11.08
-
13827.84
4 to 6 mtr depth '-do-In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
42.99
-
16563.19
-do- in watery situation
21.49
-
9935.69
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
30.09
-
19065.02
-do- in hard rock by blasting.
12.9
-
16809.22
6 to 8 mtr depth -do- In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
1.87
-
888.03
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
1.12
-
774.14
-do- in hard rock by blasting.
0.75
-
1058.88
Filling in foundation with granite/trap broken metal 100mm and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with lead upto 50m and lift of 1.5m complete as per specifications at black cotton area as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
21.12
-
45987.11
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 an all lead and lift including plywood / steel form work, machine mixing, laying, tamping curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
5.63
-
37367.89
Providing and laying vibrated M30 design mix for RCC works (excluding cost of reinforcement) with 20mm and down size of approve gradation hard brken granite, trap,basalt or with any other approved hard aggregate incluidng cost and conveyance of all materials with all lead and lift including playwood /steel formwork ,centering,scoffolding ,cementmortar ,plastering in CM 1;3 proportion ,20mm thick for inside with admixture of waterproof compound of requisite proportion of approved quality including weight batch mixing plant,curing making construction joints wherever necessary and giving satisfactory waterproof testing etc.,complete for floor slab,resting on ground (Contractor will make arrangements for procuring water for testing ) (400kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
7.28
-
63728.54
Providing and laying vibrated M30 design mix using 20mm and down size of approved gradation hard granite trap or basalt broken metal including weighbatch plant mixing ,shoring.strutting ,plywood/steelform work ,curing etc,complete with all lead for all materials for well curb or RCC cutting edge (cement at 400kg) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. for RCC steining below ground level including screen chamber
33.07
-
386003.62
-do-RCC steining above ground level upto 3.50mtr height
9.63
-
113427.53
-do-RCC steniing above ground level from 3.50mtr height up to 5.00mtr
6.91
-
82123.97
Providing and laying vibrated M 30 design mix for RCC work with 20mm and down size of approved gradation hard broken granie, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weight lbatch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in CM 1:3 proportion 12mm lthick for inside surface etc., complete (excluding cost of reinforcement) for RCC covering slab (flat slab) (cement at 400 Kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.18
-
40671.02
Providing and constructing granite/trap/basalt size stone masonry in basement with cement morter 1;6 stone edges of stones chistle dressed in courses not less than 15cm high with bond stones at 2mtr apart in each courses including cost of materials ,labour ,curing ,complete as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1.08
-
5567.56
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320kgs with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregates @ 0.46cum with super plastisiser @ 3lts confirming to IS 9103-1999 Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick , vibrated for RCC beams , columns of all sizes in foundation plinth and super structure ground floor level for roof slabs , stair case lintles columns , including cost of all materials labour , HOM of machineries curing , complete as per specification (excluding cost of steel, fabrication and plastering) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.54
-
3423.35
Providing 20mm 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
149.27
-
39820.76
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
13.2
-
2624.03
Providing ruled pointing to coursed stone masonry with cement mortar 1;3 20mm deep after racking joints to depth of 20mm nicely lining including cost of materials ,cost of materials,labour curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
100.94
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
7
-
16513
Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 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, 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. Shutter size 3m x2.8m as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.78
-
11142.91
Providing and fixing top covers made out of 20 guage .M.S. sheet overm pull and push rolling shutters bent to shape including cost of red lead primer coat of paianting, materials,labour, HM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1.8
-
876.94
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hungfully openable 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 25x46x3mm, weighing 2.28Kg/m duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows not more than 34 cms c to c including providing and fixing 4mm thick reeded glass with teakwood beading of required size all steel sections should confirming to IS 7452:1990 4 Nos of hold fasts of approved size, section should be cut to length welded and electrically grinded subdividing frames ofl unit shall be tennonned and reventted into the frames electrically. All the steel surfac e shall be through cleaned free of rust and painted with one coat of anti corosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials , fixtures, labourl and HOM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2.88
-
10471.39
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24 kgs with 12mm and downsize graded granitemetal coarse aggregate @ 0.05175 cum and fine aggregate @ 0.345cum with superplasterisiser @ 0.225lts machine mixed, well compacted for plain chajja of 7.5 average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specification.( Excluding cost of steel and fabrication) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.06
-
1437.22
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for chajjas,corbels etc., including edges including cost of all materials labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.06
-
850.99
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 throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specification.
62.61
-
4578.67
-do- for Ceiling
13.2
-
1033.3
Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered materials, free from mortar drops and other foreign matter cost of materials, labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge..
90.4
-
7821.41
Providing and applaying enamel metal paints two coats (excluding priming coats) 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
8.64
-
614.04
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 leads and lifts etc., complete.
339.75
-
20646.61
Supply and Labour charges for Fabricating MILD STEEL or tor steel bars of all saizes for reinforcement of RCC Works including conveying steel to workspot with all lead including cleaning straightening,bending fabricating placing in position tieing as per designs including cost of binding wire hoisting all lift etc .,complete ( including cost of steel) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. Fe500.
6.08
-
282658.77
Providing and laying 7mm thick checker plate as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
858.54
-
111610.2
Supply of ISMB ,400,350 Beam to the pumphouse of size 4.00m dia suitable to carry Gantry to take up the load of (The beam will be supported on corbel including painting two coats by anti corrosive of approved colour over one coat of primer) Supply of gantry built up beam of ISMB400 to take up load with including painting two coats by anti corrosive paint of approved colour over one coat of primer Supply of gantry built up beam of ISMB400 to take up load with including painting two coats by anti corrosive paint of approved colour over one coat of primer Supply of channels of Size ISMC 75 Fabrication including welding,levelling making holesetc.complete with two coats of anticorrosive paint over one coat of primer Transportation errection ,commissioning of complete unit including two coats of anticorrosive paint over one coat of primer with all lead and lift for the above said components etc,complete Transportation errection ,commissioning of complete unit including two coats of anticorrosive paint over one coat of primer with all lead and lift for the above said components etc,complete ISMB 400 20 mtr at 62kg =1240kg ISMC 75 20 mtr at 6.8kg =136kg as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1376
-
178880
Supply & delivery at site Manual Coarse screen 0.40 m wide x 1.00 m SWD (+0.5m FB) 25 mm opening, MOC - SS304.The bar screen shall be located at a suitable elevation and each shall be designed to cater peak flow Suitable dimensions of the chamber shall be provided in order to maintain a velocity of 0.6 to 1.2 m/sec during the peak flow.Flow into bar screen chamber shall be received from main inlet chamber through a channel of adequate length & width as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
26000
Providing barbed wire fencing: Providing to worksite and fixing R.C.C. pole of 2.40 m height with 0.15m square at bottom and 0.12 m square at top in C.C. 1:2:4 using 20 mm and down size granite or basalt metal with 4 Nos. of 10 mm dia M.S. reinforcement and 17 Nos. of 6 mm dia stirrups. The pole will be embeded in C.C. 1:3:6 using 20 mm and down size granite or basalt or trap metal for foundation of size 0.50x0.50x0.50m with necessary earth work for barbed wire fencing including curing and including cost of steel etc., complete with all lead. for all material as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
50
-
64700
Providing barded G.I. wire fencing of 12 x 12 gauge to worksite and drawn into stone pillars or iron pillars or RCC pillars or poles including drawing in holes wherever necessary excluding the cost of pillars/poles but including the cost of barded wire and binding wire and labour charges for fixing barded wire either vertically or horizontally, teing etc.. as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
200
-
2800
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
2
-
360.5
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.3
-
1558.55
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.4
-
2282.1
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320 kgs, with 20mm and down size graded metal coarse aggregates @ 0.69cum and fine aggregates @0.46cum, with superplastisister @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth nand ground level for roof slabs, staircase, lintles and beams retaining walls,return walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, butttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window cils, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. (Exclusding cost of reinforcement, fabrication and finishing charges) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.36
-
2282.23
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.05
-
2886.58
Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members asshown 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.as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
5.25
-
15865.6
CONSTRUCTION OF 4.0 X 7.50m SIZE WET WELL - 3: Earth work excavation in the following strata, including lifting and conveying the excavated stuff to a distance of 30 metres and stacking as directed as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 0 to 2 mtr depth In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
97.49
-
20090.74
-do - In watery situation
48.74
-
12053.4
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
34.82
-
17070.16
-do- in hard rock by blasting.
6.96
-
7527.94
2 to 4 mtr depth -do-in all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
66.47
-
20589.75
-do-in watery situation
33.23
-
12351.92
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
33.23
-
18162.19
-do- in hard rock by blasting.
11.08
-
13827.84
4 to 6 mtr depth -do-in all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
42.99
-
16563.19
-do- in watery situation
21.49
-
9935.69
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
30.09
-
19065.02
-do- in hard rock by blasting.
12.9
-
16809.22
6 to 8 mtr depth -do-in all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
1.87
-
888.03
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
1.12
-
774.14
-do- in hard rock by blasting.
0.75
-
1058.88
Filling in foundation with granite/trap broken metal 100mm and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with lead upto 50m and lift of 1.5m complete as per specifications at black cotton area
21.12
-
45987.11
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 an all lead and lift including plywood / steel form work, machine mixing, laying, tamping curing etc., complete.
5.63
-
37367.89
Providing and laying vibrated M30 design mix for RCC works (excluding cost of reinforcement) with 20mm and down size of approve gradation hard brken granite, trap,basalt or with any other approved hard aggregate incluidng cost and conveyance of all materials with all lead and lift including playwood /steel formwork ,centering,scoffolding ,cementmortar ,plastering in CM 1;3 proportion ,20mm thick for inside with admixture of waterproof compound of requisite proportion of approved quality including weight batch mixing plant,curing making construction joints wherever necessary and giving satisfactory waterproof testing etc.,complete for floor slab,resting on ground (Contractor will make arrangements for procuring water for testing ) (400kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
7.28
-
63728.54
Providing and laying vibrated M30 design mix using 20mm and down size of approved gradation hard granite trap or basalt broken metal including weighbatch plant mixing ,shoring.strutting ,plywood/steelform work ,curing etc,complete with all lead for all materials for well curb or RCC cutting edge (cement at 400kg) for RCC steining below ground level including screen chamber as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
33.07
-
386003.62
-do-RCC steining above ground level upto 3.50mtr height
9.63
-
113427.53
-do-RCC steniing above ground level from 3.50mtr height up to 5.00mtr
6.91
-
82123.97
Providing and laying vibrated M 30 design mix for RCC work with 20mm and down size of approved gradation hard broken granie, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weight lbatch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in CM 1:3 proportion 12mm lthick for inside surface etc., complete (excluding cost of reinforcement) for RCC covering slab (flat slab) (cement at 400 Kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.18
-
40671.02
Providing and constructing granite/trap/basalt size stone masonry in basement with cement morter 1;6 stone edges of stones chistle dressed in courses not less than 15cm high with bond stones at 2mtr apart in each courses including cost of materials ,labour ,curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1.08
-
5567.56
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320kgs with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregates @ 0.46cum with super plastisiser @ 3lts confirming to IS 9103-1999 Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick , vibrated for RCC beams , columns of all sizes in foundation plinth and super structure ground floor level for roof slabs , stair case lintles columns , including cost of all materials labour , HOM of machineries curing , complete as per specification (excluding cost of steel, fabrication and plastering) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.54
-
3423.35
Providing 20mm 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
149.27
-
39820.76
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
13.2
-
2624.03
Providing ruled pointing to coursed stone masonry with cement mortar 1;3 20mm deep after racking joints to depth of 20mm nicely lining including cost of materials ,cost of materials,labour curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
100.94
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
7
-
16513
Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 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, 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. Shutter size 3m x2.8m as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.78
-
11142.91
Providing and fixing top covers made out of 20 guage .M.S. sheet overm pull and push rolling shutters bent to shape including cost of red lead primer coat of paianting, materials,labour, HM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1.8
-
876.94
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hungfully openable 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 25x46x3mm, weighing 2.28Kg/m duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows not more than 34 cms c to c including providing and fixing 4mm thick reeded glass with teakwood beading of required size all steel sections should confirming to IS 7452:1990 4 Nos of hold fasts of approved size, section should be cut to length welded and electrically grinded subdividing frames ofl unit shall be tennonned and reventted into the frames electrically. All the steel surfac e shall be through cleaned free of rust and painted with one coat of anti corosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials , fixtures, labourl and HOM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2.88
-
10471.39
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24 kgs with 12mm and downsize graded granitemetal coarse aggregate @ 0.05175 cum and fine aggregate @ 0.345cum with superplasterisiser @ 0.225lts machine mixed, well compacted for plain chajja of 7.5 average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specification.( Excluding cost of steel and fabrication ) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.06
-
1437.22
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for chajjas,corbels etc., including edges including cost of all materials labour,complete as per specification.with all lead and lift.
3.06
-
850.99
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 throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
62.61
-
4578.67
-do- for Ceiling
13.2
-
1033.3
Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered materials, free from mortar drops and other foreign matter cost of materials, labour,as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
90.4
-
7821.41
Providing and applaying enamel metal paints two coats (excluding priming coats) 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,as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
8.64
-
614.04
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
339.75
-
20646.61
Supply and Labour charges for Fabricating MILD STEEL or tor steel bars of all saizes for reinforcement of RCC Works including conveying steel to workspot with all lead including cleaning straightening,bending fabricating placing in position tieing as per designs including cost of binding wire hoisting all lift etc as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. Fe500.
6.08
-
282658.77
Providing and laying 7mm thick checker plate as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
858.54
-
111610.2
Supply of ISMB ,400,350 Beam to the pumphouse of size 4.00m dia suitable to carry Gantry to take up the load of (The beam will be supported on corbel including painting two coats by anti corrosive of approved colour over one coat of primer) Supply of gantry built up beam of ISMB400 to take up load with including painting two coats by anti corrosive paint of approved colour over one coat of primer Supply of gantry built up beam of ISMB400 to take up load with including painting two coats by anti corrosive paint of approved colour over one coat of primer Supply of channels of Size ISMC 75 Fabrication including welding,levelling making holesetc.complete with two coats of anticorrosive paint over one coat of primer Transportation errection ,commissioning of complete unit including two coats of anticorrosive paint over one coat of primer with all lead and lift for the above said components etc,complete Transportation errection ,commissioning of complete unit including two coats of anticorrosive paint over one coat of primer with all lead and lift for the above said components etc,complete ISMB 400 20 mtr at 62kg =1240kg ISMC 75 20 mtr at 6.8kg =136kg as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1376
-
178880
Supply & delivery at site Manual Coarse screen 0.40 m wide x 1.00 m SWD (+0.5m FB) 25 mm opening, MOC - SS304.The bar screen shall be located at a suitable elevation and each shall be designed to cater peak flow Suitable dimensions of the chamber shall be provided in order to maintain a velocity of 0.6 to 1.2 m/sec during the peak flow.Flow into bar screen chamber shall be received from main inlet chamber through a channel of adequate length & width as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
26000
Providing barbed wire fencing: Providing to worksite and fixing R.C.C. pole of 2.40 m height with 0.15m square at bottom and 0.12 m square at top in C.C. 1:2:4 using 20 mm and down size granite or basalt metal with 4 Nos. of 10 mm dia M.S. reinforcement and 17 Nos. of 6 mm dia stirrups. The pole will be embeded in C.C. 1:3:6 using 20 mm and down size granite or basalt or trap metal for foundation of size 0.50x0.50x0.50m with necessary earth work for barbed wire fencing including curing and including cost of steel etc., complete with all lead. for all material as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
50
-
64700
Providing barded G.I. wire fencing of 12 x 12 gauge to worksite and drawn into stone pillars or iron pillars or RCC pillars or poles including drawing in holes wherever necessary excluding the cost of pillars/poles but including the cost of barded wire and binding wire and labour charges for fixing barded wire either vertically or horizontally, teing etc., complete with all lead & lift.
200
-
2800
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
2
-
360.5
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.3
-
1558.55
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.4
-
2282.1
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320 kgs, with 20mm and down size graded metal coarse aggregates @ 0.69cum and fine aggregates @0.46cum, with superplastisister @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth nand ground level for roof slabs, staircase, lintles and beams retaining walls,return walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, butttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window cils, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. (Exclusding cost of reinforcement, fabrication and finishing charges) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.36
-
2282.23
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.05
-
2886.58
Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members asshown 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., as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
5.25
-
15865.6
CONSTRUCTION OF 6.0 X 7.60m SIZE WET WELL - 4: Earth work excavation in the following strata, including lifting and conveying the excavated stuff to a distance of 30 metres and stacking as directed as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 0 to 2 mtr depth In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
169.36
-
34901.71
-do-in watery situation
84.68
-
20941.36
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
60.49
-
29654.62
-do- in hard rock by blasting.
12.1
-
13087.36
2 to 4 mtr depth -do-in all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
122.42
-
37920.82
-do-in watery situation
61.21
-
22752.37
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
61.21
-
33454.94
-do- in hard rock by blasting.
20.4
-
25459.2
4 to 6 mtr depth -do-in all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
84.91
-
32714.12
-do- in watery situation
42.45
-
19626.33
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
59.43
-
37654.85
-do- in hard rock by blasting.
25.47
-
33188.43
6 to 8 mtr depth -do-in all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
3.85
-
1828.29
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
2.31
-
1596.67
-do- in hard rock by blasting.
1.54
-
2174.23
Filling in foundation with granite/trap broken metal 100mm and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with lead upto 50m and lift of 1.5m complete as per specifications at black cotton area as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
45.12
-
98245.19
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 an all lead and lift including plywood / steel form work, machine mixing, laying, tamping curing etc.as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
9.53
-
63253.28
Providing and laying vibrated M30 design mix for RCC works (excluding cost of reinforcement) with 20mm and down size of approve gradation hard brken granite, trap,basalt or with any other approved hard aggregate incluidng cost and conveyance of all materials with all lead and lift including playwood /steel formwork ,centering,scoffolding ,cementmortar ,plastering in CM 1;3 proportion ,20mm thick for inside with admixture of waterproof compound of requisite proportion of approved quality including weight batch mixing plant,curing making construction joints wherever necessary and giving satisfactory waterproof testing etc.,complete for floor slab,resting on ground (Contractor will make arrangements for procuring water for testing ) (400kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
14.16
-
123955.51
Providing and laying vibrated M30 design mix using 20mm and down size of approved gradation hard granite trap or basalt broken metal including weighbatch plant mixing ,shoring.strutting ,plywood/steelform work ,curing etc,complete with all lead for all materials for well curb or RCC cutting edge (cement at 400kg) for RCC steining below ground level including screen chamber as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
46.31
-
540545.14
-do- RCC steining above ground level upto 3.50mtr height
14.65
-
172555.9
-do- RCC steniing above ground level from 3.50mtr height up to 5.00mtr
10.05
-
119442.24
Providing and laying vibrated M 30 design mix for RCC work with 20mm and down size of approved gradation hard broken granie, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weight lbatch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in CM 1:3 proportion 12mm lthick for inside surface etc., complete (excluding cost of reinforcement) for RCC covering slab (flat slab) (cement at 400 Kgs) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
6.1
-
78016.74
Providing and constructing granite/trap/basalt size stone masonry in basement with cement morter 1;6 stone edges of stones chistle dressed in courses not less than 15cm high with bond stones at 2mtr apart in each courses including cost of materials ,labour ,curing ,as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1.08
-
5567.56
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320kgs with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregates @ 0.46cum with super plastisiser @ 3lts confirming to IS 9103-1999 Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick , vibrated for RCC beams , columns of all sizes in foundation plinth and super structure ground floor level for roof slabs , stair case lintles columns , including cost of all materials labour , HOM of machineries curing , complete as per specification (excluding cost of steel, fabrication and plastering) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.66
-
4184.1
Providing 20mm 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
218.35
-
58249.23
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
29.21
-
5806.66
Providing ruled pointing to coursed stone masonry with cement mortar 1;3 20mm deep after racking joints to depth of 20mm nicely lining including cost of materials ,cost of materials,labour curing complete as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
100.94
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge..
9
-
21231
Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 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, 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. Shutter size 3m x2.8m.
4.2
-
12381.01
Providing and fixing top covers made out of 20 guage .M.S. sheet overm pull and push rolling shutters bent to shape including cost of red lead primer coat of paianting, materials,labour, HM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2
-
974.38
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hungfully openable 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 25x46x3mm, weighing 2.28Kg/m duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows not more than 34 cms c to c including providing and fixing 4mm thick reeded glass with teakwood beading of required size all steel sections should confirming to IS 7452:1990 4 Nos of hold fasts of approved size, section should be cut to length welded and electrically grinded subdividing frames ofl unit shall be tennonned and reventted into the frames electrically. All the steel surfac e shall be through cleaned free of rust and painted with one coat of anti corosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials , fixtures, labourl and HOM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
2.88
-
10471.39
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24 kgs with 12mm and downsize graded granitemetal coarse aggregate @ 0.05175 cum and fine aggregate @ 0.345cum with superplasterisiser @ 0.225lts machine mixed, well compacted for plain chajja of 7.5 average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specification.( Excluding cost of steel and fabrication) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.42
-
1606.31
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for chajjas,corbels etc., including edges including cost of all materials labour,as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
3.42
-
951.1
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 throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
93.8
-
6859.59
-do- for Ceiling
29.21
-
2286.56
Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered materials, free from mortar drops and other foreign matter cost of materials, labour, as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
130.9
-
11325.47
Providing and applaying enamel metal paints two coats (excluding priming coats) 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,as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
9.6
-
682.27
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 (6mm to 40 mm. size alround the weep holes) as directed and hand packing wherever necessary without causing damage to well steining as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
623.49
-
37889.49
Supply and labour charges for Fabricating MILD STEEL or tor steel bars of all saizes for reinforcement of RCC Works including conveying steel to workspot with all lead including cleaning straightening,bending fabricating placing in position tieing as per designs including cost of binding wire hoisting all lift as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.Fe500
9.04
-
420268.97
Providing and laying 7mm thick checker plate as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1870.87
-
243213.1
Supply of ISMB ,400,350 Beam to the pumphouse of size 4.00m dia suitable to carry Gantry to take up the load of (The beam will be supported on corbel including painting two coats by anti corrosive of approved colour over one coat of primer) Supply of gantry built up beam of ISMB400 to take up load with including painting two coats by anti corrosive paint of approved colour over one coat of primer Supply of channels of Size ISMC 75 Fabrication including welding, levelling making holesetc.complete with two coats of anticorrosive paint over one coat of primer Transportation errection, commissioning of complete unit including two coats of anticorrosive paint over one coat of primer with all lead and lift for the above said components etc,complete Transportation errection, commissioning of complete unit including two coats of anticorrosive paint over one coat of primer with all lead and lift for the above said components etc,complete ISMB 400 20 mtr at 62kg =1240kg ISMC 75 20 mtr at 6.8kg =136kg as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1860
-
241800
Supply & delivery at site Manual Coarse screen 0.40 m wide x 1.00 m SWD (+0.5m FB) 25 mm opening, MOC - SS304.The bar screen shall be located at a suitable elevation and each shall be designed to cater peak flow Suitable dimensions of the chamber shall be provided in order to maintain a velocity of 0.6 to 1.2 m/sec during the peak flow.Flow into bar screen chamber shall be received from main inlet chamber through a channel of adequate length & width as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
26000
Providing barbed wire fencing: Providing to worksite and fixing R.C.C. pole of 2.40 m height with 0.15m square at bottom and 0.12 m square at top in C.C. 1:2:4 using 20 mm and down size granite or basalt metal with 4 Nos. of 10 mm dia M.S. reinforcement and 17 Nos. of 6 mm dia stirrups. The pole will be embeded in C.C. 1:3:6 using 20 mm and down size granite or basalt or trap metal for foundation of size 0.50x0.50x0.50m with necessary earth work for barbed wire fencing including curing and including cost of steel etc., complete with all lead. for all material as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
50
-
64700
Providing barded G.I. wire fencing of 12 x 12 gauge to worksite and drawn into stone pillars or iron pillars or RCC pillars or poles including drawing in holes wherever necessary excluding the cost of pillars/poles but including the cost of barded wire and binding wire and labour charges for fixing barded wire either vertically or horizontally, teing etc., as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
200
-
2800
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
2
-
360.5
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.3
-
1558.55
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.4
-
2282.1
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320 kgs, with 20mm and down size graded metal coarse aggregates @ 0.69cum and fine aggregates @0.46cum, with superplastisister @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth nand ground level for roof slabs, staircase, lintles and beams retaining walls,return walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, butttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window cils, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. (Exclusding cost of reinforcement, fabrication and finishing charges) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.36
-
2282.23
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
0.05
-
2886.58
Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members asshown 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, as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
5.25
-
15865.6
DETAILED ESTIMATE FOR 150MM DIA DI(K-7) RISING MAIN NO.1 FROM WET WELL NO-1 TO RIDGE MANHOLE 174: 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.. In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
220.5
-
39745.12
-do-in watery situation
110.25
-
29809.4
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
78.75
-
32039.44
-do-in watery situation
39.38
-
24032.83
-do- in hard rock by chistelling :
15.75
-
25793.78
Providing 20cm thick Murrum Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift.
36
-
9324
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 and 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) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 150mm dia( K-7 class)
300
-
439866
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth with a lead of 200 metres as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
315
-
19142.55
Supplying 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 with all lead and lift and fixing CI valves. The rate is inclusive of cost of jointing material as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. CI Tamper proof Air valves PN-1.6 Conforming to IS 14845:2000 80 mm dia
1
-
21856.38
Supply of DI specials- 150m m dia socket as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
2247.15
-do 150m m dia spigot
1
-
2468.7
-do-150 x 80 mm DI Tee
1
-
3402.38
-do- 150mm dia D I 90 Degree bend
5
-
16220.6
DETAILED ESTIMATE FOR 200MM DIA DI(K-7) RISING MAIN NO.2 FROM WET WELL NO-2 TO RIDGE MANHOLE 573: 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 per specification etc. complete with all lead and lift as directed by the Engineer-in charge. In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
329.28
-
59352.72
-do- in watery situation
164.64
-
44515.36
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
117.6
-
47845.56
-do-in watery situation
58.8
-
35884.46
-do- in hard rock by chistelling :
23.52
-
38518.7
Providing 20cm thick Murrum Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift
50.4
-
13053.6
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 and 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) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 200mm dia( K-7 class)
420
-
782817
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth with a lead of 200 metres as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
470.4
-
28586.21
Supplying 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 with all lead and lift and fixing CI valves. The rate is inclusive of cost of jointing material as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. CI Tamper proof Air valves PN-1.6 Conforming to IS 14845:2000 80 mm dia
1
-
21856.38
Supply of DI specials- 200 mm dia socket as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
3165
-do 200m m dia spigot
1
-
3560.62
-do-200 x 80 mm DI Tee
1
-
4747.5
-do- 200mm dia D I 90 Degree bend
5
-
26111.25
DETAILED ESTIMATE FOR 150MM DIA DI(K-7) RISING MAIN NO.3 FROM WET WELL NO-3 TO RIDGE MANHOLE 529: 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 per specification etc. complete with all lead and lift as directed by the Engineer-in charge. In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
85.05
-
15330.26
-do- in watery situation
42.52
-
11496.56
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
30.37
-
12356.03
-do-watery situation
15.19
-
9270.15
-do- in hard rock by chistelling :
6.07
-
9940.84
Providing 20cm thick Murrum Bedding for the pipeline trenches including watering and consolidation by punners etc.,as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
14.4
-
3729.6
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 and 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) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 150mm dia( K-7 class)
120
-
175946.4
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth with a lead of 200 metres as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
121.5
-
7383.56
Supplying 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 with all lead and lift and fixing CI valves. The rate is inclusive of cost of jointing material as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. CI Tamper proof Air valves PN-1.6 dimension as per sketch enclosed and specification Conforming to IS 14845:2000 80 mm dia
1
-
21856.38
Supply of DI specials- 150m m dia socket as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
2247.15
-do 150m m dia spigot
1
-
2468.7
-do-150 x 80 mm DI Tee
1
-
3402.38
-do- 150mm dia D I 90 Degree bend
5
-
16220.6
DETAILED ESTIMATE FOR 300MM DIA DI(K-7) RISING MAIN NO.4 FROM WET WELL NO-4 TO 500MM DIA TRUCK SEWER MAIN: 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 per specification etc. complete with all lead and lift as directed by the Engineer-in charge. In all soils mixed with boulders of 30 cms.size upto and exclusive of disintegrated rock.
357
-
64349.25
-do-in watery situation
178.5
-
48262.83
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting
127.5
-
51873.38
-do- watery situation
63.75
-
38905.35
-do- in hard rock by chistelling :
25.5
-
41761.35
Providing 20cm thick Murrum Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift.
48
-
12432
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 and 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) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. 300mm dia( K-7 class)
400
-
1234140
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth with a lead of 200 metres as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
510
-
30992.7
Supplying 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 with all lead and lift and fixing CI valves. The rate is inclusive of cost of jointing material as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. CI Tamper proof Air valves PN-1.6 dimension as per sketch enclosed and specification Conforming to IS 14845:2000 80 mm dia
1
-
21856.38
Supply of DI specials- 250m m dia socket as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
1
-
4351.88
-do 250m m dia spigot
1
-
5143.12
-do-250 x 80 mm DI Tee
1
-
6567.38
-do- 250mm dia D I 90 Degree bend
5
-
38375.6
Construction of 6.0m x 4.0m size Generator room for wetwells(4No) : Earth work in surface excavation in ordinary 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 and lift upto 1.5 m excavated surface leveled and neatly dressed, earth to be leveled after breaking of clds and neatly dressed as per specifications disposed earth to be levelled after breaking of clods and neatly dressed as per specification as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
124.38
-
20113.49
Providing and laying in position plain cement concrete of mix M7.5 with OPC cement at 180kgs with 40mm and down size graded granite metal aggregates @ 0.85cum and fine aggregates @0.57cum machine mixed ,concrete laid in layers not exceeding 15cms.thick well compacted in foundation and plinth ,including cost of all materials ,labour,HOM of machinery, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
18.85
-
94461.31
Providing and laying in position reinforced cement concrete of design mix m20 with OPC cement at 320kgs with 20mm and down size graded granite metal coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum,with super plastisiser @ 3lts confirming to IS 103-1999 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) incoluding attached pilasers, colulmns, piers, abutments, pillars, post struts buttresses, string or lacing courses, parapets, coping , bed blocks, anchor blocks, plain window , plain window cills, filllets etc., including cost of all materials labour, HOM of machineries curing , complete as per specification (excluding cost of steel, fabrication and plastering) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For Column footing
20.79
-
128651.22
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320kgs with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregates @ 0.46cum with super plastisiser @ 3lts confirming to IS 9103-1999 Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick , vibrated for RCC beams , columns of all sizes in foundation plinth and super structure ground floor level for roof slabs , stair case, lintles and beam retaining walls, returnwalls, wall (any thickness) including attached pilasters, column, pillars, posts, struts, buttressess, string or lacing courses, parapets, coping, bed blocks, anchor bolcks, plain window cills, fillets etc., including cost of all materials labour , HOM of machineries curing , complete as per specification (excluding cost of steel, fabrication and plastering) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
28.72
-
182071.59
Providing and laying in position plain cement concrete of mix 1:2:4 with OPC at 240kgs with 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @0.53cum machine mixed ,concrete laid in layers not exceeding 15cms thick, well compacted, in foundation, plinth and cills,including cost of all materials ,labour,HOM of machinery, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
7.72
-
43246.13
Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms in depth, compacting each deposited layers by ramming after watering with lead upto 50-m and lift upto 1.5m including cost of all labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
124.38
-
16270.15
KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
20.98
-
90478.56
Providing and filling sand in foundation up to required depth for sub soil treatment including watering ramming with all lead and lift complete specification
38.4
-
84443.52
Providing and constructing burnt brick masonary with approved quality of modular bricks of standard size of class designation 5.0 Newton per sqmm (table moulded) with cement mortar 1:6 for basement and superstructure including cost of materials, labour charges, scaffolding, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
109.04
-
762143.8
KSRB 7.7 : Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hung fully openable 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 25x46x3mm. weighing 2.28Kg/m duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows not more than 34 cms. c to c including providing and fixing 4mm. thick reeded glass with teakwood beading of required size, all steel sections should confirm to I.S 7452:1990, 4nos. of holdfasts 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-corosive 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 specification etc. complete with all lead and lift as directed by the Engineer-in charge.
21.6
-
78535.44
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement at 24kgs with 12mm and down size graded granite metal coarse aggregates @ 0.05175 cum and fine aggregates @ 0.0345cum,with super plastisiser @ 0.225lts machine mixed, , 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, as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
30.72
-
14428.57
Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 75mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of altemate 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, 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. shutter size 3m x 2.8m
36
-
106122.96
Providing and fixing top covers made out of 20 guage MS sheet over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting, materials, labour. HOM of machinery as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
12
-
5846.28
KSRB 14.7-2 : Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 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 ) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
96
-
57152.64
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320kgs with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregates @ 0.46cum with super plastisiser @ 3lts confirming to IS 9103-1999 Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick , vibrated for RCC beams , columns of all sizes in foundation plinth and super structure ground floor level for roof slabs , stair case lintles columns , including cost of all materials labour , HOM of machineries curing , complete as per specification (excluding cost of steel, fabrication and plastering) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
17.29
-
109610.65
Providing TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, laping 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
11.6
-
669685.4
Providing RCC loft (atta) 7.5cms thick with cement concrete design mix M20 using clean granite or trap jelly of 20mm and down size with necessary reinforcements at 20cms centre to centre as per design including form work, centring, curing, finishing the exposed faces with cement mortar (1:3) etc., complete (exclusive of cost of steel and fabrication charges).For store platform as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
19.2
-
8899.2
Provding and fixing RCC slabs 5 cms thick for wall shelves with 12mm and down size jelly cement concrete M20 including CM 1:3 plaster finishing curing etc., complete (excluding the cost of steel and fabrication charges) as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
7.2
-
4182.62
Providing 12mm thick cement plaster in single coat with cement mortar 1:3 to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For Inside
794.16
-
148055.25
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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.. For Ceiling and Beam
104.64
-
20801.39
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 throuhly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour , as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For inside wall
664.64
-
48605.12
Water proof cement paint KSRB 15-16.1: providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered materials, free from mortar drops and other foreign matter cost of materials, labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.. For outside wall
619.32
-
53583.57
Providing and applaying enamel metal paints two coats (excluding priming coats) 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 as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. with all lead and lift.
115.2
-
9729.79
Providing and fixing on wall surface asbestos cement rain down water pipes 100mm dia including filling the joints with spun yarn soaked in neat cement slurry 1:2 with necessary specials like shoes, bends land offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, curing as per specification etc. complete with all lead and lift as directed by the Engineer-in charge..
108
-
49835.52
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @300kgs with 20mm and down size graded granite metal coarse aggregates @0.64 cum and fine aggregates @ 0.43cum with super plastisiser @ 3lts confirming to IS 9103-1999 Reaffirmed -2008, machine mixed, 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. for Genrator foundation block as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
19.2
-
109540.99
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 200mm including cost of all materials , labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
96
-
37969.92
Providing and removing centering, shuttering, strutting, propping etc., for columns pillars piers abutments , post and struts , square / rectangular / poligan in plan including cost of all materials labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge. For column
131.52
-
116364.95
Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for sides and soffits of beams,beam haunchings,cantilever girders,bressumers and lintles not exceeding 1mtr depth including cost of materials,labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
264.17
-
69656.35
Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for sides and soffits of beams,beam haunchings,cantilever girders,bressumers and lintles not exceeding 1mtr depth including cost of materials,labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.
30.72
-
10694.86
KSRB 4-6.9 :Providing and removing centering, shuttering, strutting, propping etc., for edges of slabs and breaks in floor, cills, plinth including cost of all materials, labour complete as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.2 For Footing
13.1
-
9148.25
Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for Foundation, footings, bases of columns for mass concrete including cost of materials,labour as per specification etc. complete with all lead and lift as directed by the Engineer-in charge.For Footing
48.96
-
11649.05
Providing Sewage Pumpsets along with Allied Accessories to Wetwell-1: Supply and delivery at site brand new Board approved make or equivalent sewage submersible pump coupled with squirrel cage induction motor of suitable HP, 'F' class insulation . The pumpset should operate in full range of discharge and should have the following accessories specified in the following detailed specification. The submersible sewage pump shall be monoblock type with non-clog design. The pump speed shall be 1450 RPM. The pumps should be able to pass through soft solids of 100 mm dia and capable of delivering sludge with specific gravity of 1.05. Impellers should be single/double Vane non-clog type of CF 8M material and with wearing rings. The pump should be fitted with contra block cutting and tearing system with special grooving system at suction side for disposal of soft solid materials like long fiber, plastics, solid admixes, sludge etc. Maintenance free, antifriction, deep groove permanently grease filled double row ball bearings to take care of all the axial and radial forces at any point of operations, should be provided. The pump design should be such as to facilitate automatic installation/ removal of pump without having to enter into the sewage pit. Profile gasket should be provided in automatic coupling system to avoid metal to metal contact between the pump and delivery pipe to ensure leak proof joint. The mono rail trolly and chain pulley block shall be provided and available at all times during the operation of the pump to ensure quick installation and removal whenever required. Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 FG 260 With 2 to 3% Nickel. The casing shall have central line discharge. 2) IMPELLER: The impeller shall be of stainless steel grade CF 8M, single/double vane non-clog design with a special contra block cutting and tearing system for disposal of material. 3) PUMP SHAFT: The pump shaft shall be of stainless steel SS 410 as per the manufacturers standard and shall be of one piece construction. 4) PUMP BEARING: The pump bearing shall be of antifriction type. The bearings shall be able to take normal thrust loads due to unbalanced hydralic loads on the impellers plus the weight of all the rotating parts of the pump. The pump bearings shall be designed with minimum life of 40,000 hours. The bearing shall be grease lubricated. 5) GUIDE RAIL SYSTEM: The assembly shall have pedestal bracket, delivery bend, guide rail pipe of suitable size with upper guide rail holder etc., pedestal and bracket and shall be provided with DI automatic coupling between pump delivery and flange and discharge bend(standard bend or Duck foot bend). 6) Moisure sensor(seal monitor) shall be provided in chamber to detect the failure of the mechanical seal. The sensor will trip if moisture has entered into the oil chamber. MECHANICAL SEAL: Double mechnical seal shall be provided to prevent pumped liquid entering into the motor winding. The seal shall be situated in oil chamber to ensure proper lubrication. The face combination of lower mechanical seal shall be silicon carbide v/s silicon carbide and upper mechanical seal shall be carbon v/s chrome steel. Or Carbon V/s st steel-A OR silicon carbide v/s silicon carbide 7) LIFTING CHAIN: Each pump shall be provided with MS lifting chain of adequate strength. The chain shall have rings of same size as chain, fixed at an interval of about 1 mtr for engaging the hook of the chain pulley block. 8) DUCK FOOT BEND: Suitable size heavy duty duck foot bend sholud be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire(chain) and the profile of the pump side flange should match with the pump. The elbow should be designed to take over the load of the pump. 9) PROFILE GASKET (Dismandling joint): Flexible pressure tightened automatic connection between pump and duck foot bend should be provided. 10) SUBMERSIBLE MOTOR CABLE: Submersible cable both for power and control shall be terminated in the pump starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 11) FASTERNERS: Shall be in MS/Carbon steel/ B.H.T Steel 12) Pump shall be epoxy painted. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles,1450 RPM, 415 volts AC supply suitable for starting with star-delta/ soft starter complete conforming to ISS:325/1976 shall be of such capacity to provide a power which is 15% more than the maximum power required by the pump. The motor shall be of Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port with better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor shall be provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels of wetwell. 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. 1) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor protection 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 dectection 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 suitable for Ball type non-return valve. The pumpset shall be supplied along with automatic coupling bend , 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. Note: 1) Motor offered shall be of such capacity to provide the maximum power requirement of impeller of the pump including transmission, shaft losses with a 15% margin in the capacity of the motor when only one pump is operated in the sytem. 2) The motor shall be suitable for required output when line voltage variation is +/ - 10% and frequency variationof +/- 3% in any combinationof these voltage and frequency variation. 3) The motor should be capable of providing the required output at 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. The loading for low efficient pump will be done based on excess power consumed by it over a period of 15 years when compared to the best efficient pump 5) The Board reserves 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 of pump and motor selected by the Board. 6) The motor shall be suitable for staring the pumpset with the star -delta/ soft starter as indicated. Note: Submersible pumpset should be installed in the wetwell and will be submerged with sludge/ sewage. Hence, the pumpset should suit the above system. DUTY OF PUMPSETS:a) For Minimum flow of 2.03 lps against total head of 11 mtrs, 3 HP or suitable HP with 1 run of 10X1.5 sqmm copper power cable and control cable of 25 Mtrs Board approved make for DOL starting.
1
-
35350
-do- DUTY OF PUMPSETS:b) For Average flow of 4.05 lps against total head of 12 mtrs, 3 HP or suitable HP with 1 run of 10x1.5 sqmm copper power cable and control cable of 25 Mtrs Board approved make for DOL starting.
2
-
70700
ACCESSORIES FOR PUMP: M.S. guide pipe - GI 50 mm dia
30
-
20355
Flanged elbow CI (100 mm dia)
4
-
16000
C.I. Dismantling joint- 100 mm dia
4
-
26000
M.S. Chain-6 mm
50
-
23000
Guide rail system
4
-
36000
SLUICE VALVE: Supply and delivery at site brand new Board approved make or equivalent Resilient seated double flanged cast iron non-rising type sluice valve suitable for a test pressure equivalent to twiced the working pressure confirming to the latest BIS 14846/2000 along with close grained grey cast iron sturdy designed hand wheel for operation of the valve P.N. 1.0. Material of construction: Body, Dome, Bearing cap: Cast Iron IS 210 Gr FG 260 Wedge:- Cast Iron IS 210 Gr FG 260 Encapsulated with EPDM Rubber Stem: Stainless steel 410 Stem Nut: Leaded Tin Bronze IS 318 Gr LTB-2 Gasket and seals: Nitrile Rubber/ NBR Internal Fasteners: CS IS 1363 Galvanised. 100 mm dia
4
-
48556
NON-RETURN BALL VALVE: Supply and delivery at site brand new C.I.Ball valve suitable for handling water containing fibrous materials and solids of 100 mm P.N 1.0 of Kishore/Normex or equivalent make. 100 mm dia
4
-
33200
Delivery pipes and specials: Supply and delivery at site brand new best indegeneous double flanged mild steel pipes and specials. Suitable for test pressure equivalent to twice the working pressure. The pipe shal be quoted with epoxy paint inside and anticorossive paint outside. Welded joiknts should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS for minimum flow pump. Minimum 150 mm dia or suitable size double flanged pipes
40
-
250800
Suitable size clamps
4
-
2248
Minimum 150 mm dia or suitable radial bend
4
-
19600
Minimum 150 mm x 300 mm x300 mm dia or suitable size double flanged radial tee.
4
-
57880
Minimum 300 mm dia D/F pipes for manifold
40
-
377200
Minimum 300 mm dia blank flange
4
-
8440
Minimum 100 x 150 mm dia expanders
4
-
12000
PRESSURE GAUGE: Supply and delivery at site brand new Board approved make or equivalent suitable dia sealed precision tube glycerine filled stainless steel pressure guage with stop cock, two way cock, nipple and required length of copper tube etc., complete suitable for counting onthe delivery of the above pump.
4
-
4000
Control panel board units: Supply and delivery at site brand any make approved by Board 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: '63 amps, 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 Nos '32 amps , 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 3 Nos Phase indicating lamps with switches of L&T/ BCH/ GE make or any other make approved by the Board - 1 set 'MS air insulated bus bar chamber with 4 Nos. 100 Amps.5 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-hygrosco-pic SMS supports. Provision shall be made in the bus bar chamber for one incoming and six 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. Multi parameter such as current, kwhr,Voltage, KVA Reading digital meter of Prok devices or any other Board approved make - 1 No.factor/Energy meter of MECO/CADEL / ENERCON make- 1 No.Cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc- 1 set '32 amps , 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 Nos for APF Panel 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 BCH / control switch gear make or any other make approved by Board- 2 No. 2 nos. of Aux. relay VAA-33 for alarm and trip system of WTI and OTI for each transformer Necessary interlocks shall be provided as per the diagram. pump seal monitor:- 3 Nos which shall consists of the following:- The pump shall be controlled by the automatic liquid level controller while the pumps run in auto mode. The electrodes shall be fixed in the wetwell and the connection from the electrode shall be made to the control panel through the cable duct for stopping the pumpset automatically The following protections shall be provided in the Panel: Overload protection Single phase protection Seal monitor relay for trip the pumpset in case of failure of mechanical seal winding overheating protection for tripping the pumpsets in case of overheating of windings due to clogging of impeller or any other variation in voltage and frequency Reverse rotation protection to cut off the supply in case of reverse rotation. Necesssary indications shall be provided. 'Star delta Starter: - Supply and Delivery at site push button operated, fully automatic air break contactor operated star delta Starter with thermal over load relay and delay timer in sheet housing of Board approved make or aequivalent along with suitable capacity air break contractor with HRC fuse for make and break etc., complete - 3 Nos NOTE: 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2 mm thick sheet steel and 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) The internal wiring shall be done using adequate size insulated electrotinned copper strip or cable of 1.1 KV grade. 3) Manufacturers test certificate is to be furnished to E.E. before dispatching the materials to the work site. If 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. 4) The bus bar chamber should be adequate size to accomadate all incoming, outgoing cable and required switchgear.
1
-
123000
Automatic Power factor control panel:- Supply and delivery at site brand new any other make approved by Board floor mounting, free standing, cubicle type APF panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: Suitable capacity contactors with suitable capacity HRC fuses. The capacitor banks shall be suitable for operating 1 No of minimum flow pumpsets and solo or parallel operation of average flow pumpsets. The total kVar required is 10 kVAR . The banks shall be decided after finalisation of the pumpsets. Phase indicating lamps- 1 set Suitable protection against overload, overcurrent, over and under voltage , single phasing etc., trip indication / fault indication Ammeter with selector switches Voltmeter with selector switches suitable capacity current transformers The panel shall be adequate to handle incoming and outgoing cables. Timers, automatic powerfactor controller unit of suitable capacity shall be provided with 6 taps ( contactors) which can switch on the individual bank of capacitor such that the powerfactor shall not be less than 0.9 lag. The connection of the APF panel shall be such that when working on D.G set, the supply to this panel shall be switched off.
1
-
93220
cable:- Supply and delivery at site brand new Board approved make or equivalent Aluminium standard conductors PVC insulated ,sheathed steel tape/wire armoured, PVC outer sheated 1.1 KV class UG Cable conforming to the latest ISS 1554. 3.5 x25 Sq mm (for power to control Panel)
90
-
10692
-do-3 x16 Sq mm (for motors and capacitors )
50
-
2400
Erection of Control Panel Board: 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.
1
-
370
Erection of pumpsets: Laying and jointing of pipes and specials, lowering of pumpset into the wetwell and jointing delivery pipes , guide rail system ,MS chains and lowering into the wetwell upto the floor level. etc ., complete using bolts and nuts , packing, fixing clamps, providing pipe supports wherever necessary including cabling etc., complete. The pump should be provided with suitable foundations including cost of all materials etc., complete.
3
-
15000
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 x25 Sqmm 1.1 KV Class cable
75
-
810
LAYING IN G.I. PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the ground 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 all mateials labour etc., complete. 3.5 x 25 Sqmm 1.1 KV Class cable
15
-
5175
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 16 Sqmm
50
-
1500
Cable Terminations: Termination of cable using Aluminium / Copper lugs to the terminal end for solderless crimping to aluminium conductos by adopting cirimooing tool. 3.5 x 25 Sqmm 1.1 Kv class cable (main side cable)
16
-
400
-do- 3 x 16 Sqmm 1.1 Kv class cable (load side cable)
12
-
120
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 300mmx300mmx 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 size for equipment earthing of transformer switch gear, meters motors lighting arrestors (Approximate 200 mtrs) f) Supply and fixing of 8 SWG copper or equivalent GI wire for earthing of fencing sub-station structure, handle of the GOS etc. 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.
10
-
43170
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) the works also includes construction of necessary thrust blocks required for delivery amnifold arrangement. 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
-
2500
FIRE FIGHTING EQUIPMENTS : a) Supply and installation of CO2 type fire extinguisher 2 Kg capacity with initial charge with wall mounting bracket, ready for use (TS 2678) - 2 Nos. b) Supplying and fixing of first aid box comprising of the standard medicines to be provided in the first aid box to give first aid treatment - 1 No. c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete. d) Supply one set of fire buckets (4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word `fire' on the face of the bucket along with stand to hang the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, of size 6'x3'x1/2" - 2 Nos. f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pair g) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint.
1
-
8000
Tool Kit: Supply and delivery at site best Taparia/pr 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) Tongue tester-1No m) Multimeter-1No. n) Megger-500v of MECO or any other approved make-1No.
1
-
8000
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
-
5000
Providing Sewage Pumpsets along with Allied Accessories to Wetwell-2: Supply and delivery at site brand new Board approved make or equivalent sewage submersible pump coupled with squirrel cage induction motor of suitable HP, 'F' class insulation . The pumpset should operate in full range of discharge and should have the following accessories specified in the following detailed specification. The submersible sewage pump shall be monoblock type with non-clog design. The pump speed shall be 1450 RPM. The pumps should be able to pass through soft solids of 100 mm dia and capable of delivering sludge with specific gravity of 1.05. Impellers should be single/double Vane non-clog type of CF 8M material and with wearing rings. The pump should be fitted with contra block cutting and tearing system with special grooving system at suction side for disposal of soft solid materials like long fiber, plastics, solid admixes, sludge etc. Maintenance free, antifriction, deep groove permanently grease filled double row ball bearings to take care of all the axial and radial forces at any point of operations, should be provided. The pump design should be such as to facilitate automatic installation/ removal of pump without having to enter into the sewage pit. Profile gasket should be provided in automatic coupling system to avoid metal to metal contact between the pump and delivery pipe to ensure leak proof joint. The mono rail trolly and chain pulley block shall be provided and available at all times during the operation of the pump to ensure quick installation and removal whenever required. Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 FG 260 With 2 to 3% Nickel. The casing shall have central line discharge. 2) IMPELLER: The impeller shall be of stainless steel grade CF 8M, single/double vane non-clog design with a special contra block cutting and tearing system for disposal of material. 3) PUMP SHAFT: The pump shaft shall be of stainless steel SS 410 as per the manufacturers standard and shall be of one piece construction. 4) PUMP BEARING: The pump bearing shall be of antifriction type. The bearings shall be able to take normal thrust loads due to unbalanced hydralic loads on the impellers plus the weight of all the rotating parts of the pump. The pump bearings shall be designed with minimum life of 40,000 hours. The bearing shall be grease lubricated. 5) GUIDE RAIL SYSTEM: The assembly shall have pedestal bracket, delivery bend, guide rail pipe of suitable size with upper guide rail holder etc., pedestal and bracket and shall be provided with DI automatic coupling between pump delivery and flange and discharge bend(standard bend or Duck foot bend). 6) Moisure sensor(seal monitor) shall be provided in chamber to detect the failure of the mechanical seal. The sensor will trip if moisture has entered into the oil chamber. MECHANICAL SEAL: Double mechnical seal shall be provided to prevent pumped liquid entering into the motor winding. The seal shall be situated in oil chamber to ensure proper lubrication. The face combination of lower mechanical seal shall be silicon carbide v/s silicon carbide and upper mechanical seal shall be carbon v/s chrome steel. Or Carbon V/s st steel-A OR silicon carbide v/s silicon carbide 7) LIFTING CHAIN: Each pump shall be provided with MS lifting chain of adequate strength. The chain shall have rings of same size as chain, fixed at an interval of about 1 mtr for engaging the hook of the chain pulley block. 8) DUCK FOOT BEND: Suitable size heavy duty duck foot bend sholud be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire(chain) and the profile of the pump side flange should match with the pump. The elbow should be designed to take over the load of the pump. 9) PROFILE GASKET (Dismandling joint): Flexible pressure tightened automatic connection between pump and duck foot bend should be provided. 10) SUBMERSIBLE MOTOR CABLE: Submersible cable both for power and control shall be terminated in the pump starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 11) FASTERNERS: Shall be in MS/Carbon steel/ B.H.T Steel 12) Pump shall be epoxy painted. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles,1450 RPM, 415 volts AC supply suitable for starting with star-delta/ soft starter complete conforming to ISS:325/1976 shall be of such capacity to provide a power which is 15% more than the maximum power required by the pump. The motor shall be of Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port with better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor shall be provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels of wetwell. 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. 1) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor protection 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 dectection 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 suitable for Ball type non-return valve. The pumpset shall be supplied along with automatic coupling bend , 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. Note: 1) Motor offered shall be of such capacity to provide the maximum power requirement of impeller of the pump including transmission, shaft losses with a 15% margin in the capacity of the motor when only one pump is operated in the sytem. 2) The motor shall be suitable for required output when line voltage variation is +/ - 10% and frequency variationof +/- 3% in any combinationof these voltage and frequency variation. 3) The motor should be capable of providing the required output at 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. The loading for low efficient pump will be done based on excess power consumed by it over a period of 15 years when compared to the best efficient pump 5) The Board reserves 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 of pump and motor selected by the Board. 6) The motor shall be suitable for staring the pumpset with the star -delta/ soft starter as indicated. Note: Submersible pumpset should be installed in the wetwell and will be submerged with sludge/ sewage. Hence, the pumpset should suit the above system. DUTY OF PUMPSETS:a) For Minimum flow of 4.24 lps against total head of 11 mtrs, 3 HP or suitable HP with 1 run of 10X1.5 sqmm copper power cable and control cable of 25 Mtrs Board approved make for DOL starting.
1
-
35350
-do-duty of Pumpset b) for Average flow of 8.47 lps against total head of 12 mtrs, 5 HP or suitable HP with 1 run of 10x1.5 sqmm copper power cable and control cable of 25 Mtrs Board approved make for DOL starting.
3
-
106050
ACCESSORIES FOR PUMP: M.S. guide pipe - GI 50 mm dia
30
-
20355
Flanged elbow CI (100 mm dia)
4
-
16000
C.I. Dismantling joint- 100 mm dia
4
-
26000
M.S. Chain-6 mm
50
-
23000
Guide rail system
4
-
36000
SLUICE VALVE: Supply and delivery at site brand new Board approved make or equivalent Resilient seated double flanged cast iron non-rising type sluice valve suitable for a test pressure equivalent to twiced the working pressure confirming to the latest BIS 14846/2000 along with close grained grey cast iron sturdy designed hand wheel for operation of the valve P.N. 1.0. Material of construction: Body, Dome, Bearing cap: Cast Iron IS 210 Gr FG 260 Wedge:- Cast Iron IS 210 Gr FG 260 Encapsulated with EPDM Rubber Stem: Stainless steel 410 Stem Nut: Leaded Tin Bronze IS 318 Gr LTB-2 Gasket and seals: Nitrile Rubber/ NBR Internal Fasteners: CS IS 1363 Galvanised. 100 mm dia
4
-
48556
NON-RETURN BALL VALVE: Supply and delivery at site brand new C.I.Ball valve suitable for handling water containing fibrous materials and solids of 100 mm P.N 1.0 of Kishore/Normex or equivalent make. 100 mm dia
4
-
33200
Delivery pipes and specials: Supply and delivery at site brand new best indegeneous double flanged mild steel pipes and specials. Suitable for test pressure equivalent to twice the working pressure. The pipe shal be quoted with epoxy paint inside and anticorossive paint outside. Welded joiknts should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS for minimum flow pump. Minimum 150 mm dia or suitable size double flanged pipes
40
-
250800
Suitable size clamps
4
-
2248
Minimum 150 mm dia or suitable radial bend
4
-
19600
Minimum 150 mm x 300 mm x300 mm dia or suitable size double flanged radial tee.
4
-
57880
Minimum 300 mm dia D/F pipes for manifold
40
-
377200
Minimum 300 mm dia blank flange
4
-
8440
Minimum 100 x 150 mm dia expanders
4
-
12000
PRESSURE GAUGE: Supply and delivery at site brand new Board approved make or equivalent suitable dia sealed precision tube glycerine filled stainless steel pressure guage with stop cock, two way cock, nipple and required length of copper tube etc., complete suitable for counting onthe delivery of the above pump.
3
-
3000
Control panel board units: Supply and delivery at site brand any make approved by Board 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: '63 amps, 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 Nos '32 amps , 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 3 Nos Phase indicating lamps with switches of L&T/ BCH/ GE make or any other make approved by the Board - 1 set 'MS air insulated bus bar chamber with 4 Nos. 100 Amps.5 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-hygrosco-pic SMS supports. Provision shall be made in the bus bar chamber for one incoming and six 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. Multi parameter such as current, kwhr,Voltage, KVA Reading digital meter of Prok devices or any other Board approved make - 1 No.factor/Energy meter of MECO/CADEL / ENERCON make- 1 No. Cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc- 1 set '32 amps , 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 Nos for APF Panel 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 BCH / control switch gear make or any other make approved by Board- 2 No. 2 nos. of Aux. relay VAA-33 for alarm and trip system of WTI and OTI for each transformer Necessary interlocks shall be provided as per the diagram. pump seal monitor:- 3 Nos which shall consists of the following:- The pump shall be controlled by the automatic liquid level controller while the pumps run in auto mode. The electrodes shall be fixed in the wetwell and the connection from the electrode shall be made to the control panel through the cable duct for stopping the pumpset automatically The following protections shall be provided in the Panel: Overload protection Single phase protection Seal monitor relay for trip the pumpset in case of failure of mechanical seal winding overheating protection for tripping the pumpsets in case of overheating of windings due to clogging of impeller or any other variation in voltage and frequency Reverse rotation protection to cut off the supply in case of reverse rotation. Necesssary indications shall be provided. 'Star delta Starter: - Supply and Delivery at site push button operated, fully automatic air break contactor operated star delta Starter with thermal over load relay and delay timer in sheet housing of Board approved make or aequivalent along with suitable capacity air break contractor with HRC fuse for make and break etc., complete - 3 Nos NOTE: 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2 mm thick sheet steel and 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) The internal wiring shall be done using adequate size insulated electrotinned copper strip or cable of 1.1 KV grade. 3) Manufacturers test certificate is to be furnished to E.E. before dispatching the materials to the work site. If 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. 4) The bus bar chamber should be adequate size to accomadate all incoming, outgoing cable and required switchgear.
1
-
123000
Automatic Power factor control panel:- Supply and delivery at site brand new any other make approved by Board floor mounting, free standing, cubicle type APF panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: Suitable capacity contactors with suitable capacity HRC fuses. The capacitor banks shall be suitable for operating 1 No of minimum flow pumpsets and solo or parallel operation of average flow pumpsets. The total kVar required is 10 kVAR . The banks shall be decided after finalisation of the pumpsets. Phase indicating lamps- 1 set Suitable protection against overload, overcurrent, over and under voltage , single phasing etc., trip indication / fault indication Ammeter with selector switches Voltmeter with selector switches suitable capacity current transformers The panel shall be adequate to handle incoming and outgoing cables. Timers, automatic powerfactor controller unit of suitable capacity shall be provided with 6 taps ( contactors) which can switch on the individual bank of capacitor such that the powerfactor shall not be less than 0.9 lag. Timers, automatic powerfactor controller unit of suitable capacity shall be provided with 6 taps ( contactors) which can switch on the individual bank of capacitor such that the powerfactor shall not be less than 0.9 lag. The connection of the APF panel shall be such that when working on D.G set, the supply to this panel shall be switched off.
1
-
93220
cable:- Supply and delivery at site brand new Board approved make or equivalent Aluminium standard conductors PVC insulated ,sheathed steel tape/wire armoured, PVC outer sheated 1.1 KV class UG Cable conforming to the latest ISS 1554. 3.5 x25 Sq mm (for power to control Panel)
90
-
10692
-do- 3 x16 Sq mm (for motors and capacitors )
50
-
2400
Erection of Control Panel Board: 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.
1
-
370
Erection of pumpsets: Laying and jointing of pipes and specials, lowering of pumpset into the wetwell and jointing delivery pipes , guide rail system ,MS chains and lowering into the wetwell upto the floor level. etc ., complete using bolts and nuts , packing, fixing clamps, providing pipe supports wherever necessary including cabling etc., complete. The pump should be provided with suitable foundations including cost of all materials etc., complete.
3
-
15000
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 x25 Sqmm 1.1 KV Class cable
75
-
810
LAYING IN G.I. PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the ground 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 all mateials labour etc., complete. 3.5 x 25 Sqmm 1.1 KV Class cable
15
-
5175
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 16 Sqmm
50
-
1500
Cable Terminations: Termination of cable using Aluminium / Copper lugs to the terminal end for solderless crimping to aluminium conductos by adopting cirimooing tool. 3.5 x 25 Sqmm 1.1 Kv class cable (main side cable)
16
-
400
-do-3 x 16 Sqmm 1.1 Kv class cable (load side cable)
12
-
120
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 300mmx300mmx 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 size for equipment earthing of transformer switch gear, meters motors lighting arrestors (Approximate 200 mtrs) f) Supply and fixing of 8 SWG copper or equivalent GI wire for earthing of fencing sub-station structure, handle of the GOS etc. 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.
10
-
43170
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) the works also includes construction of necessary thrust blocks required for delivery amnifold arrangement. 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
-
2500
FIRE FIGHTING EQUIPMENTS : a) Supply and installation of CO2 type fire extinguisher 2 Kg capacity with initial charge with wall mounting bracket, ready for use (TS 2678) - 2 Nos. b) Supplying and fixing of first aid box comprising of the standard medicines to be provided in the first aid box to give first aid treatment - 1 No. c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete. d) Supply one set of fire buckets (4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word `fire' on the face of the bucket along with stand to hang the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, of size 6'x3'x1/2" - 2 Nos. f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pair g) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint.
1
-
8000
Tool Kit: Supply and delivery at site best Taparia/pr 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) Tongue tester-1No m) Multimeter-1No. n) Megger-500v of MECO or any other approved make-1No.
1
-
8000
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
-
5000
Providing Sewage Pumpsets along with Allied Accessories to Wetwell-3: Supply and delivery at site brand new Board approved make or equivalent sewage submersible pump coupled with squirrel cage induction motor of suitable HP, 'F' class insulation . The pumpset should operate in full range of discharge and should have the following accessories specified in the following detailed specification. The submersible sewage pump shall be monoblock type with non-clog design. The pump speed shall be 1450 RPM. The pumps should be able to pass through soft solids of 100 mm dia and capable of delivering sludge with specific gravity of 1.05. Impellers should be single/double Vane non-clog type of CF 8M material and with wearing rings. The pump should be fitted with contra block cutting and tearing system with special grooving system at suction side for disposal of soft solid materials like long fiber, plastics, solid admixes, sludge etc. Maintenance free, antifriction, deep groove permanently grease filled double row ball bearings to take care of all the axial and radial forces at any point of operations, should be provided. The pump design should be such as to facilitate automatic installation/ removal of pump without having to enter into the sewage pit. Profile gasket should be provided in automatic coupling system to avoid metal to metal contact between the pump and delivery pipe to ensure leak proof joint. The mono rail trolly and chain pulley block shall be provided and available at all times during the operation of the pump to ensure quick installation and removal whenever required. Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 FG 260 With 2 to 3% Nickel. The casing shall have central line discharge. 2) IMPELLER: The impeller shall be of stainless steel grade CF 8M, single/double vane non-clog design with a special contra block cutting and tearing system for disposal of material. 3) PUMP SHAFT: The pump shaft shall be of stainless steel SS 410 as per the manufacturers standard and shall be of one piece construction. 4) PUMP BEARING: The pump bearing shall be of antifriction type. The bearings shall be able to take normal thrust loads due to unbalanced hydralic loads on the impellers plus the weight of all the rotating parts of the pump. The pump bearings shall be designed with minimum life of 40,000 hours. The bearing shall be grease lubricated. 5) GUIDE RAIL SYSTEM: The assembly shall have pedestal bracket, delivery bend, guide rail pipe of suitable size with upper guide rail holder etc., pedestal and bracket and shall be provided with DI automatic coupling between pump delivery and flange and discharge bend(standard bend or Duck foot bend). 6) Moisure sensor(seal monitor) shall be provided in chamber to detect the failure of the mechanical seal. The sensor will trip if moisture has entered into the oil chamber. MECHANICAL SEAL: Double mechnical seal shall be provided to prevent pumped liquid entering into the motor winding. The seal shall be situated in oil chamber to ensure proper lubrication. The face combination of lower mechanical seal shall be silicon carbide v/s silicon carbide and upper mechanical seal shall be carbon v/s chrome steel. Or Carbon V/s st steel-A OR silicon carbide v/s silicon carbide 7) LIFTING CHAIN: Each pump shall be provided with MS lifting chain of adequate strength. The chain shall have rings of same size as chain, fixed at an interval of about 1 mtr for engaging the hook of the chain pulley block. 8) DUCK FOOT BEND: Suitable size heavy duty duck foot bend sholud be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire(chain) and the profile of the pump side flange should match with the pump. The elbow should be designed to take over the load of the pump. 9) PROFILE GASKET (Dismandling joint): Flexible pressure tightened automatic connection between pump and duck foot bend should be provided. 10) SUBMERSIBLE MOTOR CABLE: Submersible cable both for power and control shall be terminated in the pump starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 11) FASTERNERS: Shall be in MS/Carbon steel/ B.H.T Steel 12) Pump shall be epoxy painted. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles,1450 RPM, 415 volts AC supply suitable for starting with star-delta/ soft starter complete conforming to ISS:325/1976 shall be of such capacity to provide a power which is 15% more than the maximum power required by the pump. The motor shall be of Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port with better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor shall be provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels of wetwell. 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. 1) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor protection 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 dectection 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 suitable for Ball type non-return valve. The pumpset shall be supplied along with automatic coupling bend , 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. Note: 1) Motor offered shall be of such capacity to provide the maximum power requirement of impeller of the pump including transmission, shaft losses with a 15% margin in the capacity of the motor when only one pump is operated in the sytem. 2) The motor shall be suitable for required output when line voltage variation is +/ - 10% and frequency variationof +/- 3% in any combinationof these voltage and frequency variation. 3) The motor should be capable of providing the required output at 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. The loading for low efficient pump will be done based on excess power consumed by it over a period of 15 years when compared to the best efficient pump 5) The Board reserves 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 of pump and motor selected by the Board. 6) The motor shall be suitable for staring the pumpset with the star -delta/ soft starter as indicated. Note: Submersible pumpset should be installed in the wetwell and will be submerged with sludge/ sewage. Hence, the pumpset should suit the above system. DUTY OF PUMPSETS: a)For Minimum flow of 1.33 lps against total head of 11 mtrs, 3 HP or suitable HP with 1 run of 10X1.5 sqmm copper power cable and control cable of 25 Mtrs Board approved make for DOL starting.
1
-
35350
-do-duty of Pumpset b) For Average flow of 2.65 lps against total head of 12 mtrs, 3 HP or suitable HP with 1 run of 10x1.5 sqmm copper power cable and control cable of 25 Mtrs Board approved make for DOL starting.
2
-
70700
ACCESSORIES FOR PUMP: M.S. guide pipe - GI 50 mm dia
30
-
20355
Flanged elbow CI (100 mm dia)
4
-
16000
C.I. Dismantling joint- 100 mm dia
4
-
26000
M.S. Chain-6 mm
50
-
23000
Guide rail system
4
-
36000
SLUICE VALVE: Supply and delivery at site brand new Board approved make or equivalent Resilient seated double flanged cast iron non-rising type sluice valve suitable for a test pressure equivalent to twiced the working pressure confirming to the latest BIS 14846/2000 along with close grained grey cast iron sturdy designed hand wheel for operation of the valve P.N. 1.0. Material of construction: Body, Dome, Bearing cap: Cast Iron IS 210 Gr FG 260 Wedge:- Cast Iron IS 210 Gr FG 260 Encapsulated with EPDM Rubber Stem: Stainless steel 410 Stem Nut: Leaded Tin Bronze IS 318 Gr LTB-2 Gasket and seals: Nitrile Rubber/ NBR Internal Fasteners: CS IS 1363 Galvanised. 100 mm dia
4
-
48556
NON-RETURN BALL VALVE: Supply and delivery at site brand new C.I.Ball valve suitable for handling water containing fibrous materials and solids of 100 mm P.N 1.0 of Kishore/Normex or equivalent make. 100 mm dia
4
-
33200
Delivery pipes and specials: Supply and delivery at site brand new best indegeneous double flanged mild steel pipes and specials. Suitable for test pressure equivalent to twice the working pressure. The pipe shal be quoted with epoxy paint inside and anticorossive paint outside. Welded joiknts should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS for minimum flow pump. Minimum 150 mm dia or suitable size double flanged pipes
40
-
250800
Suitable size clamps
4
-
2248
Minimum 150 mm dia or suitable radial bend
4
-
19600
Minimum 150 mm x 300 mm x300 mm dia or suitable size double flanged radial tee.
4
-
57880
Minimum 300 mm dia D/F pipes for manifold
40
-
377200
Minimum 300 mm dia blank flange
4
-
8440
Minimum 100 x 150 mm dia expanders
44
-
132000
PRESSURE GAUGE: Supply and delivery at site brand new Board approved make or equivalent suitable dia sealed precision tube glycerine filled stainless steel pressure guage with stop cock, two way cock, nipple and required length of copper tube etc., complete suitable for counting onthe delivery of the above pump.
4
-
4000
Control panel board units: Supply and delivery at site brand any make approved by Board 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: '63 amps, 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 Nos '32 amps , 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 3 Nos Phase indicating lamps with switches of L&T/ BCH/ GE make or any other make approved by the Board - 1 set 'MS air insulated bus bar chamber with 4 Nos. 100 Amps.5 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-hygrosco-pic SMS supports. Provision shall be made in the bus bar chamber for one incoming and six 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. Multi parameter such as current, kwhr,Voltage, KVA Reading digital meter of Prok devices or any other Board approved make - 1 No.factor/Energy meter of MECO/CADEL / ENERCON make- 1 No. Cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc- 1 set '32 amps , 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 Nos for APF Panel 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 BCH / control switch gear make or any other make approved by Board- 2 No. 2 nos. of Aux. relay VAA-33 for alarm and trip system of WTI and OTI for each transformer Necessary interlocks shall be provided as per the diagram. pump seal monitor:- 3 Nos which shall consists of the following:- The pump shall be controlled by the automatic liquid level controller while the pumps run in auto mode. The electrodes shall be fixed in the wetwell and the connection from the electrode shall be made to the control panel through the cable duct for stopping the pumpset automatically The following protections shall be provided in the Panel: Overload protection Single phase protection Seal monitor relay for trip the pumpset in case of failure of mechanical seal winding overheating protection for tripping the pumpsets in case of overheating of windings due to clogging of impeller or any other variation in voltage and frequency Reverse rotation protection to cut off the supply in case of reverse rotation. Necesssary indications shall be provided. 'Star delta Starter: - Supply and Delivery at site push button operated, fully automatic air break contactor operated star delta Starter with thermal over load relay and delay timer in sheet housing of Board approved make or aequivalent along with suitable capacity air break contractor with HRC fuse for make and break etc., complete - 3 Nos NOTE: 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2 mm thick sheet steel and 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) The internal wiring shall be done using adequate size insulated electrotinned copper strip or cable of 1.1 KV grade. 3) Manufacturers test certificate is to be furnished to E.E. before dispatching the materials to the work site. If 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. 4) The bus bar chamber should be adequate size to accomadate all incoming, outgoing cable and required switchgear.
1
-
123000
Automatic Power factor control panel:- Supply and delivery at site brand new any other make approved by Board floor mounting, free standing, cubicle type APF panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: Suitable capacity contactors with suitable capacity HRC fuses. The capacitor banks shall be suitable for operating 1 No of minimum flow pumpsets and solo or parallel operation of average flow pumpsets. The total kVar required is 10 kVAR . The banks shall be decided after finalisation of the pumpsets. Phase indicating lamps- 1 set Suitable protection against overload, overcurrent, over and under voltage , single phasing etc., trip indication / fault indication Ammeter with selector switches Voltmeter with selector switches suitable capacity current transformers The panel shall be adequate to handle incoming and outgoing cables. Timers, automatic powerfactor controller unit of suitable capacity shall be provided with 6 taps ( contactors) which can switch on the individual bank of capacitor such that the powerfactor shall not be less than 0.9 lag. The connection of the APF panel shall be such that when working on D.G set, the supply to this panel shall be switched off.
1
-
93220
cable:- Supply and delivery at site brand new Board approved make or equivalent Aluminium standard conductors PVC insulated ,sheathed steel tape/wire armoured, PVC outer sheated 1.1 KV class UG Cable conforming to the latest ISS 1554. 3.5 x25 Sq mm (for power to control Panel)
90
-
10692
-do- 3 x16 Sq mm (for motors and capacitors )
50
-
2400
Erection of Control Panel Board: 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.
1
-
370
Erection of pumpsets: Laying and jointing of pipes and specials, lowering of pumpset into the wetwell and jointing delivery pipes , guide rail system ,MS chains and lowering into the wetwell upto the floor level. etc ., complete using bolts and nuts , packing, fixing clamps, providing pipe supports wherever necessary including cabling etc., complete. The pump should be provided with suitable foundations including cost of all materials etc., complete.
2
-
10000
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 x25 Sqmm 1.1 KV Class cable
75
-
810
LAYING IN G.I. PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the ground 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 all mateials labour etc., complete. 3.5 x 25 Sqmm 1.1 KV Class cable
15
-
5175
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 16 Sqmm
50
-
1500
Cable Terminations: Termination of cable using Aluminium / Copper lugs to the terminal end for solderless crimping to aluminium conductos by adopting cirimooing tool. 3.5 x 25 Sqmm 1.1 Kv class cable (main side cable)
16
-
400
-do-3 x 16 Sqmm 1.1 Kv class cable (load side cable)
12
-
120
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 300mmx300mmx 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 size for equipment earthing of transformer switch gear, meters motors lighting arrestors (Approximate 200 mtrs) f) Supply and fixing of 8 SWG copper or equivalent GI wire for earthing of fencing sub-station structure, handle of the GOS etc. 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.
10
-
43170
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) the works also includes construction of necessary thrust blocks required for delivery amnifold arrangement. 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
-
2500
FIRE FIGHTING EQUIPMENTS : a) Supply and installation of CO2 type fire extinguisher 2 Kg capacity with initial charge with wall mounting bracket, ready for use (TS 2678) - 2 Nos. b) Supplying and fixing of first aid box comprising of the standard medicines to be provided in the first aid box to give first aid treatment - 1 No. c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete. d) Supply one set of fire buckets (4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word `fire' on the face of the bucket along with stand to hang the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, of size 6'x3'x1/2" - 2 Nos. f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pair g) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint.
1
-
8000
Tool Kit: Supply and delivery at site best Taparia/pr 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) Tongue tester-1No m) Multimeter-1No. n) Megger-500v of MECO or any other approved make-1No.
1
-
8000
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
-
5000
Providing Sewage Pumpsets along with Allied Accessories to Wetwell-4: Supply and delivery at site brand new Board approved make or equivalent sewage submersible pump coupled with squirrel cage induction motor of suitable HP, 'F' class insulation . The pumpset should operate in full range of discharge and should have the following accessories specified in the following detailed specification. The submersible sewage pump shall be monoblock type with non-clog design. The pump speed shall be 1450 RPM. The pumps should be able to pass through soft solids of 100 mm dia and capable of delivering sludge with specific gravity of 1.05. Impellers should be single/double Vane non-clog type of CF 8M material and with wearing rings. The pump should be fitted with contra block cutting and tearing system with special grooving system at suction side for disposal of soft solid materials like long fiber, plastics, solid admixes, sludge etc. Maintenance free, antifriction, deep groove permanently grease filled double row ball bearings to take care of all the axial and radial forces at any point of operations, should be provided. The pump design should be such as to facilitate automatic installation/ removal of pump without having to enter into the sewage pit. Profile gasket should be provided in automatic coupling system to avoid metal to metal contact between the pump and delivery pipe to ensure leak proof joint. The mono rail trolly and chain pulley block shall be provided and available at all times during the operation of the pump to ensure quick installation and removal whenever required. Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 FG 260 With 2 to 3% Nickel. The casing shall have central line discharge. 2) IMPELLER: The impeller shall be of stainless steel grade CF 8M, single/double vane non-clog design with a special contra block cutting and tearing system for disposal of material. 3) PUMP SHAFT: The pump shaft shall be of stainless steel SS 410 as per the manufacturers standard and shall be of one piece construction. 4) PUMP BEARING: The pump bearing shall be of antifriction type. The bearings shall be able to take normal thrust loads due to unbalanced hydralic loads on the impellers plus the weight of all the rotating parts of the pump. The pump bearings shall be designed with minimum life of 40,000 hours. The bearing shall be grease lubricated. 5) GUIDE RAIL SYSTEM: The assembly shall have pedestal bracket, delivery bend, guide rail pipe of suitable size with upper guide rail holder etc., pedestal and bracket and shall be provided with DI automatic coupling between pump delivery and flange and discharge bend(standard bend or Duck foot bend). 6) Moisure sensor(seal monitor) shall be provided in chamber to detect the failure of the mechanical seal. The sensor will trip if moisture has entered into the oil chamber. MECHANICAL SEAL: Double mechnical seal shall be provided to prevent pumped liquid entering into the motor winding. The seal shall be situated in oil chamber to ensure proper lubrication. The face combination of lower mechanical seal shall be silicon carbide v/s silicon carbide and upper mechanical seal shall be carbon v/s chrome steel. Or Carbon V/s st steel-A OR silicon carbide v/s silicon carbide 7) LIFTING CHAIN: Each pump shall be provided with MS lifting chain of adequate strength. The chain shall have rings of same size as chain, fixed at an interval of about 1 mtr for engaging the hook of the chain pulley block. 8) DUCK FOOT BEND: Suitable size heavy duty duck foot bend sholud be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire(chain) and the profile of the pump side flange should match with the pump. The elbow should be designed to take over the load of the pump. 9) PROFILE GASKET (Dismandling joint): Flexible pressure tightened automatic connection between pump and duck foot bend should be provided. 10) SUBMERSIBLE MOTOR CABLE: Submersible cable both for power and control shall be terminated in the pump starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 11) FASTERNERS: Shall be in MS/Carbon steel/ B.H.T Steel 12) Pump shall be epoxy painted. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles,1450 RPM, 415 volts AC supply suitable for starting with star-delta/ soft starter complete conforming to ISS:325/1976 shall be of such capacity to provide a power which is 15% more than the maximum power required by the pump. The motor shall be of Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port with better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor shall be provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels of wetwell. 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. 1) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor protection 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 dectection 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 suitable for Ball type non-return valve. The pumpset shall be supplied along with automatic coupling bend , 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. Note: 1) Motor offered shall be of such capacity to provide the maximum power requirement of impeller of the pump including transmission, shaft losses with a 15% margin in the capacity of the motor when only one pump is operated in the sytem. 2) The motor shall be suitable for required output when line voltage variation is +/ - 10% and frequency variationof +/- 3% in any combinationof these voltage and frequency variation. 3) The motor should be capable of providing the required output at 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. The loading for low efficient pump will be done based on excess power consumed by it over a period of 15 years when compared to the best efficient pump 5) The Board reserves 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 of pump and motor selected by the Board. 6) The motor shall be suitable for staring the pumpset with the star -delta/ soft starter as indicated. Note: Submersible pumpset should be installed in the wetwell and will be submerged with sludge/ sewage. Hence, the pumpset should suit the above system. DUTY OF PUMPSETS: a) For Minimum flow of 1.33 lps against total head of 11 mtrs, 3 HP or suitable HP with 1 run of 10X1.5 sqmm copper power cable and control cable of 25 Mtrs Board approved make for DOL starting.
2
-
70700
-do-duty of Pumpset b) For Average flow of 2.65 lps against total head of 12 mtrs, 3 HP or suitable HP with 1 run of 10x1.5 sqmm copper power cable and control cable of 25 Mtrs Board approved make for DOL starting.
4
-
141400
ACCESSORIES FOR PUMP: M.S. guide pipe - GI 50 mm dia
30
-
20355
Flanged elbow CI (100 mm dia)
4
-
16000
C.I. Dismantling joint- 100 mm dia
4
-
26000
M.S. Chain-6 mm
50
-
23000
Guide rail system
4
-
36000
SLUICE VALVE: Supply and delivery at site brand new Board approved make or equivalent Resilient seated double flanged cast iron non-rising type sluice valve suitable for a test pressure equivalent to twiced the working pressure confirming to the latest BIS 14846/2000 along with close grained grey cast iron sturdy designed hand wheel for operation of the valve P.N. 1.0. Material of construction: Body, Dome, Bearing cap: Cast Iron IS 210 Gr FG 260 Wedge:- Cast Iron IS 210 Gr FG 260 Encapsulated with EPDM Rubber Stem: Stainless steel 410 Stem Nut: Leaded Tin Bronze IS 318 Gr LTB-2 Gasket and seals: Nitrile Rubber/ NBR Internal Fasteners: CS IS 1363 Galvanised. 100 mm dia
4
-
84964
NON-RETURN BALL VALVE: Supply and delivery at site brand new C.I.Ball valve suitable for handling water containing fibrous materials and solids of 100 mm P.N 1.0 of Kishore/Normex or equivalent make. 100 mm dia
4
-
40000
Delivery pipes and specials: Supply and delivery at site brand new best indegeneous double flanged mild steel pipes and specials. Suitable for test pressure equivalent to twice the working pressure. The pipe shal be quoted with epoxy paint inside and anticorossive paint outside. Welded joiknts should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS for minimum flow pump. Minimum 150 mm dia or suitable size double flanged pipes
40
-
250800
Suitable size clamps
4
-
2248
Minimum 150 mm dia or suitable radial bend
4
-
19600
Minimum 150 mm x 300 mm x300 mm dia or suitable size double flanged radial tee.
4
-
57880
Minimum 300 mm dia D/F pipes for manifold
40
-
377200
Minimum 300 mm dia blank flange
4
-
8440
Minimum 100 x 150 mm dia expanders
4
-
12000
PRESSURE GAUGE: Supply and delivery at site brand new Board approved make or equivalent suitable dia sealed precision tube glycerine filled stainless steel pressure guage with stop cock, two way cock, nipple and required length of copper tube etc., complete suitable for counting onthe delivery of the above pump.
4
-
4000
Control panel board units: Supply and delivery at site brand any make approved by Board 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: '63 amps, 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 Nos '32 amps , 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 3 Nos Phase indicating lamps with switches of L&T/ BCH/ GE make or any other make approved by the Board - 1 set 'MS air insulated bus bar chamber with 4 Nos. 100 Amps.5 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-hygrosco-pic SMS supports. Provision shall be made in the bus bar chamber for one incoming and six 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. Multi parameter such as current, kwhr,Voltage, KVA Reading digital meter of Prok devices or any other Board approved make - 1 No.factor/Energy meter of MECO/CADEL / ENERCON make- 1 No. Cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc- 1 set '32 amps , 25 kA MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 Nos for APF Panel 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 BCH / control switch gear make or any other make approved by Board- 2 No. 2 nos. of Aux. relay VAA-33 for alarm and trip system of WTI and OTI for each transformer Necessary interlocks shall be provided as per the diagram. pump seal monitor:- 3 Nos which shall consists of the following:- The pump shall be controlled by the automatic liquid level controller while the pumps run in auto mode. The electrodes shall be fixed in the wetwell and the connection from the electrode shall be made to the control panel through the cable duct for stopping the pumpset automatically The following protections shall be provided in the Panel: Overload protection Single phase protection Seal monitor relay for trip the pumpset in case of failure of mechanical seal winding overheating protection for tripping the pumpsets in case of overheating of windings due to clogging of impeller or any other variation in voltage and frequency Reverse rotation protection to cut off the supply in case of reverse rotation. Necesssary indications shall be provided. 'Star delta Starter: - Supply and Delivery at site push button operated, fully automatic air break contactor operated star delta Starter with thermal over load relay and delay timer in sheet housing of Board approved make or aequivalent along with suitable capacity air break contractor with HRC fuse for make and break etc., complete - 3 Nos NOTE: 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2 mm thick sheet steel and 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) The internal wiring shall be done using adequate size insulated electrotinned copper strip or cable of 1.1 KV grade. 3) Manufacturers test certificate is to be furnished to E.E. before dispatching the materials to the work site. If 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. 4) The bus bar chamber should be adequate size to accomadate all incoming, outgoing cable and required switchgear.
1
-
136880
Automatic Power factor control panel:- Supply and delivery at site brand new any other make approved by Board floor mounting, free standing, cubicle type APF panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: Suitable capacity contactors with suitable capacity HRC fuses. The capacitor banks shall be suitable for operating 1 No of minimum flow pumpsets and solo or parallel operation of average flow pumpsets. The total kVar required is 10 kVAR . The banks shall be decided after finalisation of the pumpsets. Phase indicating lamps- 1 set Suitable protection against overload, overcurrent, over and under voltage , single phasing etc., trip indication / fault indication Ammeter with selector switches Voltmeter with selector switches suitable capacity current transformers The panel shall be adequate to handle incoming and outgoing cables. Timers, automatic powerfactor controller unit of suitable capacity shall be provided with 6 taps ( contactors) which can switch on the individual bank of capacitor such that the powerfactor shall not be less than 0.9 lag. The connection of the APF panel shall be such that when working on D.G set, the supply to this panel shall be switched off.
1
-
109740
cable:- Supply and delivery at site brand new Board approved make or equivalent Aluminium standard conductors PVC insulated ,sheathed steel tape/wire armoured, PVC outer sheated 1.1 KV class UG Cable conforming to the latest ISS 1554. 3.5 x25 Sq mm (for power to control Panel)
90
-
10692
-do- 3 x16 Sq mm (for motors and capacitors )
50
-
2400
Erection of Control Panel Board: 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.
1
-
370
Erection of pumpsets: Laying and jointing of pipes and specials, lowering of pumpset into the wetwell and jointing delivery pipes , guide rail system ,MS chains and lowering into the wetwell upto the floor level. etc ., complete using bolts and nuts , packing, fixing clamps, providing pipe supports wherever necessary including cabling etc., complete. The pump should be provided with suitable foundations including cost of all materials etc., complete.
4
-
20000
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 x25 Sqmm 1.1 KV Class cable
75
-
810
LAYING IN G.I. PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the ground 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 all mateials labour etc., complete. 3.5 x 25 Sqmm 1.1 KV Class cable
15
-
5175
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 16 Sqmm
50
-
1500
Cable Terminations: Termination of cable using Aluminium / Copper lugs to the terminal end for solderless crimping to aluminium conductos by adopting cirimooing tool. 3.5 x 25 Sqmm 1.1 Kv class cable (main side cable)
16
-
400
-do-3 x 16 Sqmm 1.1 Kv class cable (load side cable)
12
-
120
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 300mmx300mmx 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 size for equipment earthing of transformer switch gear, meters motors lighting arrestors (Approximate 200 mtrs) f) Supply and fixing of 8 SWG copper or equivalent GI wire for earthing of fencing sub-station structure, handle of the GOS etc. 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.
10
-
43170
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) the works also includes construction of necessary thrust blocks required for delivery amnifold arrangement. 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
-
2500
FIRE FIGHTING EQUIPMENTS : a) Supply and installation of CO2 type fire extinguisher 2 Kg capacity with initial charge with wall mounting bracket, ready for use (TS 2678) - 2 Nos. b) Supplying and fixing of first aid box comprising of the standard medicines to be provided in the first aid box to give first aid treatment - 1 No. c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete. d) Supply one set of fire buckets (4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word `fire' on the face of the bucket along with stand to hang the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, of size 6'x3'x1/2" - 2 Nos. f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pair g) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint.
1
-
8000
Tool Kit: Supply and delivery at site best Taparia/pr 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) Tongue tester-1No m) Multimeter-1No. n) Megger-500v of MECO or any other approved make-1No.
1
-
8000
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
-
5000
Supply, Erection and Commissioning 1 No. of 25 KVA Diesel Generator with acoustic enclosure along with allied accessories for Wetwell-1,2,3&4: Supply, Installation, testing and commissioning of 25 kVA DG sets of any other Board approved make or equivalent along with the following accessories/ specifications:- Supply, Installation, testing and commissioning of following DG alternator of any other Board approved make and engine of any other Board approved make and shall confirm to IS 4722: 1992 or IS 13394: 1992 along with the following specifications:- Exitation: Self excited, self regulation, PMG, class H insulation, wave form distortion shall be less than 2%, transient voltage dip shall be less than 12%, Transient recovery shall be less than 1 second, voltage regulation shall be +/- 0.5% to +/- 1% from no load to full load at lagging power factor of 0.1 to 0.8, epoxy get coating foe all windings, sustained short circuit shall be 4 times the full load current for 3 seconds, the over load capacity shall be 1.1 X rated full load curring for 1 hour in every 12 hrs of continous operation at full load. The alternators shall be SPDP with IP 22 or better degree protection as per IS 4691/85 ( reaffirmed 2004). The alternator should be suitable to take unbalanced load as per IS :13364 ( Part-2)_ 1992 ( Reaffirmed 2003). Automatic voltage regulator shall be +/- 0.5% to +/- 1% from no load to full load, 3 phases , separate aulillary winding is required to accept non linear load, under frequency roll off to avoid over exitation under low speed, external voltage adjustment and solo operation. Supply, installation testing and commissioning of following DG engine. The engine shall confirm to the following specification:- Aspration shall be turbocharged, RPM:1500, residential silencer, electronic governer, water cooled, prime mover: suitable BHP and with safety controls for high temperature/low lube oil pressure, fuel efficient consumption, complete with radiator, water temperature guage, air cleaner, lube oil fitter, fuel fitter, silencer, 12/24V electric starting system comprising of starter motor, battery charging unit, instrument panel consisting of starting switch, battery charging ammeter, lube oil pressure guage etc. The Engine shall confirm to IS 10000/2:1980 ( reaffrimed 2006) Acoustic Enclosure:- Acoustic enclosure suitable for indoor application and shall be approved by the pollution Board of Karnataka. The noise level shall be less than 25db at a distance of 0.5 meters from the Enclosure. The enclosure shall be pre-fabricated modular type, outer surface shall be made out of 1.6 mm thick CRCA corrugated sheets, filled with high efficiency sound absorbing bonded rockwool, layer of rigid polyurethane tissue paper covered with GI perforated sheet, suitable fan louvers/fans for good ventilation, two sliding door for easy access, see through window for observation, painting to be carried out with two coats of surfacer, oven dried conforming to IS 5, etc., complete. Supply, installation, testing and commissiong of following DG AMF panel suitable for 415 V, 3 phase, 4 wire, 50 Hz. The panel shall be generally of floor mounting sheet metal enclosed, flush / projected front with aluminium Bus bars of 100 Amps capacity. separate Earth bus bars to be provided through out the length of the panel. The DG breaker shall be accommodated in modular basis in a separate vertical section. The AMF panel shall have only DG breaker and additional cable to be laid for EB power failure sensing/ interlocking with the EB breaker of main power distribution panel. The painting process shall conform to relevant IS code for pretreatment of sheet steel with 7 tank process and powder coated finish. Adequate space shall be provided all-round the panel and in th back for easy cable bending and terminations. Bus bar shall colour coded insulated sleeves or insulated heat resistant paint. The panel shall be fabricated only after the approval of fabrication drawings by consultant. the manufacturing process of DG panel shall strictly conform to latest code of practice. suffiecient louvers with blowers to be provided for maintaining inside temparature/Removable gland plates of 3 mm thick shall be provided at the bottom. panel lamp with door limit switch. The AMF Panel shall be comprising of the following: 2 No. of 100 A, 4 pole, power contractor with 4 No + 4 NC aux, Contact/ 415V AC coil and one set of backup 250 A HRC links/base. 100A, 50 KA,TPN + E Al bus bars with colour coding. 100/5/5A,20/15VA, Class-1/10P10 resin cast CTs AMF module 1 No. of 96 Sqmm, 0-100 A Ammeter with ASS 100/5A CTs of Prok DV's make 1 No. of kwh meter of MECO make, 3 phase, 4 wire, for unbalanced loading, flush type, with calibrated CTs of Prok DV's make. Ammeter / Voltmeters selector switch. 1 No. of 96 Sq.mm Digital meter to read KW/KVA/PF (320 KVA/0.5 lag to 0.5 lead) 1 No. of 45 - 50 - 55 HZ, 96 Sq.mm, vibrating read type, frequency meter, flush mounting. 1 No. of Earth leakage relay with CB CT, flush mounting of PROKEDEVY'S make line voltage monitors (LVM) AVR with necessary CTs (if not machine mounted). Battery charger (trickle/boost) complete with transformer, rectifier, semiconductor devices, resistors, indicating instruments (ammeter/ voltmeter) on AC and DC sides, lamps, selector switches, etc., The continuous rating of the bridge shall be around 20 A for 180 AH and transformer rated for 100 VA continuously. 1 No. of 100 A, 25 KA, MCCB with shunt trip and bult in short circuit and over load relay of C&S/Havels/BCH/GE/CGL or any other Board approved make along with earth fault release and suitable thermal release. 1 set of Auxillary contactors as required to complete with suitable pneumatic timers. 1 set of DC control relays, timers for engine start, stop sequence timing, failure to start, lockout, alternator contactor time delay, run on timer, mains return time delay etc., Phase indicating lamps with control fuses for DG and EB incomer of C&S/BCH or any other Board approved make. Dual sound Electronic Hooter for audio alaram 1 No. of Engine control switch. 1 No. of mode selector switch-Auto-Manual-Test-OFF. Robust protected type, spring return push buttons as required (start/stop/test/Acknowledge/ Reset/emergency-press to stop/ etc.,) of BCH/C&S or any other Board approved make. Thermal Over load relay Solid state announciator to work on DC supply for the following:- EB on DG on Load on generator Low lube oil pressure Low fuel oil level Over current Earth fault Earth leakage Battery charger on Idle running High water temparature Trip circuit healthy Bearing temparature Lot of any other materials, accessories, consumables, terminal blocks, etc., as required to complete the panel to make it fuunctionally operationally sound, even if not explicitly specified.
4
-
1900000
Medium voltage cable :- Supply, laying testing and successful commissioning of 3 1/2 core x 70 sq mm under ground cable of 1100 V grade PVC insulted, PVC sheeted steel tape armoured Aluminium conductor cable of SBEE/RAVIN/CHANDRESH/ any approved make as per approved design and specifications. The cables shall be laid on cable trays (supplied bys the board). The rate shall include clamps, fasteners, etc., and all other accessories to complete with all lead and lift, as per approved design and specifications and as per the instructions of the engineer in charge
360
-
144000
Cable end Termination:- Supply, Installation, testing and successful commissioning of 3 1/2 x 70 sqmm cable end termination by using brass cable glands crimoing type copper lugs, PVC tapes etc., as required to complete with all lead and lift as per approved design and specifications and as per the instructions of the engineer in charge.
40
-
4000
Safety Gear:- Supply and installation of safety set containing equipment such as Rubber mats, shock treatment chart, First Aid box, 2 Nos. of fire extinguishers, set of 4 buckets including stand, danger board, etc., complete with all lead and lift, as per approved design and specifications and as per the instructions of the engineer in-charge.
4
-
12000
Anti-vibration mounts:- Supply and installing of heavy duty anti-vibration mounts/ pads below the Generator etc., complete with all lead and lift, as per approved design and specifications and as per the instructions of the engineer in -charge.
40
-
20000
Earthing: Providing earthing as per latest IS 3043, and the work shall include the following: Supply and providing, earthing electrodes comprising of GI pipe 40 mm dia 2.9 mm thick 2.5 m long, the pipe shall have 16 through holes of 12 mm dia staggered along the length of the pipe as per IS suitable length 19 mm dia GI pipe provided with mesh covered funnel GI bolts, nuts washers, check nuts, at one end and coupled to main electrodes through a 40 x 19 mm GI conductor at the other end. Digging 300 mm dia earthing pits to suitable depth for buryng the main electrodes in the pit. The pit shall be filled with alternate layers of salt and charcoal 150 mm thick around the pipe to the entire depth. An inspection chamber of 300 x 300 x 300 mm size shall be constructed with CC 1:3:6 prop., 150 mm thick for sides and 100 mm thick at bottom. The chamber shall be provided with CI/MS cover hinged to the frame. The electrical equipment shall be connected to the earth pit through 25 x 11 mm size pure electrolytic copper strip or 25 x 6 mm size GI strip for equipment earthing (approximate length 60 m). With all lead and lift.
16
-
34000
Earthing: Providing earthing as per latest IS 3043, and the work shall include the following: Supply and providing, Copper Plate earth station comprising of GI pipe along the length of the pipe as per IS suitable length provided with mesh covered funnel GI bolts, nuts washers, check nuts, at one end and coupled to copper plate electrodes through a 40 x 19 mm GI conductor at the other end. Digging 300 mm dia earthing pits to suitable depth for buryng the main electrodes in the pit. The pit shall be filled with alternate layers of salt and charcoal 150 mm thick around the pipe to the entire depth. An inspection chamber of 300 x 300 x 300 mm size shall be constructed with CC 1:3:6 prop., 150 mm thick for sides and 100 mm thick at bottom. The chamber shall be provided with CI/MS cover hinged to the frame. The electrical equipment shall be connected to the earth pit through 25 x 11 mm size pure electrolytic copper strip or 25 x 6 mm size GI strip for equipment earthing (approximate length 60 m). With all lead and lift.
8
-
12000
Supplying and laying of earthing strips additionally rtequired for earthing, wires with necessary accessories like clamps, csrews, nuts and bolts etc., complete inclusive of terminations etc., complete with all lead and lift as per directions of Engineer-in-charge. Supply & Installation of earthing Strip 25 x10 copper.
40
-
9600
-do- Supply & Installation of earthing Strip 25 x10 GI
140
-
19600
Erection & Installation Works: Supply and installation of the following items including all necessary accessories, scafolding etc., complete with all lead and lift as per approved design and specifications and as per the instructions of the engineer in charge. M.S Exhaust piping: M.S class B Exhaust pipe 75 mm dia complete with M.S Supports
40
-
28000
Residential Silencer supproting frame
8
-
800
Thermal insulation with aluminium cladding for exhaust piping
20
-
14000
Thermal insulation with aluminium cladding for residential silencer
4
-
1200
Supplying and laying of 6 c x 2.5 sqmm control cable
40
-
10000
Cable entry box for alternators
4
-
12000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements