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.
Karnataka Urban Water Supply And Drainage Board - KUWSDB Tender
Opening Date1 Feb 2021
Closing Date1 Mar 2021
Tender Amount₹ 2,79,57,153
Costs
EMD
₹ 4,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 5 Ll Elsr At Halladarayana Doddi With 200mm Dia Di K 7 Feeder Pipeline From Wtp 25 Hp Suitable Hp Pumping Machinery And Hdpe Distribution Feeder Pipelines In Ward No 20 Of Devadurga Town Under Kkrdb Grants
Description
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Contact
Tender Id
KUWSDB/2020-21/WS/WORK_INDENT2888Bid Award Id
ViewTender No
KUWSDB/2020-21/WS/WORK_INDENT2888Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying C.C.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 aggreate including cost and conveyance of all materials with an all lead and lifts. including plywood/steel form work, machine mixing, laying, tamping, curing etc., complete with all lead & lift and as directed by Engineer in-charge
23.81
-
139574.93
Providing and laying vibrated M25 design mix (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including weigh batch plant mixing cost and conveyance of all materials with all lead & lift for RCC works laid in 15 cms., thick layers, well consolidated, vibrating, curing, smooth finishing the exposed faces wherever necessary plywood / steel form work, centering etc., complete with all lead & lift and as directed by Engineer in-charge for independent footing, raft, combined footing below ground level.(Cement@360Kgs) For Raft and Raft Beam
155.29
-
1097774.52
Providing and laying vibrated M25 design mix for RCC work (excluding cost of reinforcement) with 20mm and down size of approved gradation hard, broken granite, trap, basalt or with any other approved hard aggreate including cost and conveyance of all materials with all lead and lifts. including weigh batch plant mixing plywood/steel form work, centering scaffolding, curing, plastering & smooth finishing the exposed faces in C.M. 1:3 12 mm thick as per designs etc., complete with all lead & lift and as directed by Engineer in-charge for RCC Shaft (Cement @ 360Kgs). Up to 6.00 Mtrs Height
28.4
-
417317.84
-do-6.00 mtrs to 9.00 mtrs
14.18
-
215184.19
-do-9.00 mtrs to 12.00 mtrs
14.18
-
222003.36
-do-12.00 mtrs to 15.00 mtrs
11.11
-
179281.96
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 with all lead & lift and as directed by Engineer in-charge for columns, braces and ring beam above ground level (Cement @ 400 Kgs). Above 12.00 M up to 15.00 Mtrs
32.32
-
746560.33
Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken. granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials with all lead & lift, plywood/steel form work, centering, scaffolding, smooth finishing the exposed faces in C.M. 1:3 12 mm thick and CM plastering 1:3 proportion 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing etc., and reservoir given satisfactory water proof testing as per directions, etc., complete with all lead & lift and as directed by Engineer in-charge for shell portion, bottom dome, bottom slab and ribs over the staging. (contractor will make his own arrangements for procuring water for testing).(Cement @ 400Kgs) Above 12.00 M up to 15.00 Mtrs for Bottom Dome
125.45
-
3266331.61
- do- For Side wall
27.22
-
830651.51
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 with all lead & lift and as directed by Engineer in-charge (Cement @400Kgs) Above 12.00 M up to 15.00 Mtrs For Top dome
15.71
-
455524.33
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 25 cms. Centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25 m 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 with all lead & lift and as directed by Engineer in-charge
40
-
76482
Providing and fixing R.C.C. finial and ventilators as per approved design and specification with form work and ventilting cowls and 100 mm dia CI pipes including cost of ventilating cowls and 100 mm dia meter CI pipes and protected with copper 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 complete with all lead & lift and as directed by Engineer in-charge For tanks up to 10.00 lakh liters capacity.
1
-
7526.4
Providing and fixing M.S. Inspection door of size 600 cms x 60 cms. Including M.S. Frame, size 50 x 50x 6 mm and shutters of 3 mm thickness with hinges at top and locking arrangements painting complete with all lead & lift and as directed by Engineer in-charge
1
-
2315.25
Providing and fixing guage with iron sheet of 3 mm to 4 mm thickness, 0.23 mtr. Width copper floats indicators and flexible nylon wires, painting figures with approved enamelled paint complete with all lead & lift and as directed by Engineer in-charge
1
-
8629.95
Supplying and fixing C.I. Puddle flanges in Postion for R.C.C. Walls including hoisting and conveying them to work spot with all lead and lift etc., complete as directed by Engineer in-charge For puddle flanges and duck foot bends -do- 250 mm dia
2
-
19244.6
-do- 200 mm dia
6
-
44569.8
-do-150 mm dia
2
-
9843.1
Supplying, laying of CI flanged pipe true to line / hoisting of CI flanged pipe in position and aligning to correct plumb including cost of jointing materia conveying to work spot with all lead and lift etc., complete as directed by Engineer in-charge.for 250 mm dia
20
-
137277
-do- 200 mm dia
75
-
388263.75
-do-150 mm dia
20
-
73401
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 with all lead etc., complete as directed by Engineer in-charge. Above 12.00 M up to 15.00 Mtrs
1
-
20007.75
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 Engineer in-charge
1427.67
-
332789.88
Supplying and 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 Engineer in-charge (Rate per Mtr is for 3 rows of G. I. Pipes).
98
-
93741.9
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 a lead of 200 meters. complete with all lead & lift and as directed by Engineer in-charge
8152.35
-
881676.65
Supplying, delivery to worksite, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice Valves with body, bonnet of ductile iron of minimum grade GGG40, 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, etc.complete with all lead& lifts and as directed by Engineer in-charge -do- 250 mm Dia.
1
-
45310.85
-do- 200 mm Dia.
4
-
120421.2
Providing and laying red oxide flooring 40mm thick, with an under layer of 30mm thick 1:2:4 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 (sing 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 with all lead & lift and as directed by Engineer in-charge. Inside
41.86
-
29483.67
Providing and fixing 1mm thick M.S.sheet sliding shutters with frame and diagonal braces of 40x40x6mm angle 25mm dia pulley, 40x40x6mm angles and T iron guide rail top and bottom respectively 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 & lift and as directed by Engineer in-charge. 1 double leaf door of size 2.4x2.4m
4.2
-
14023.8
Providing and fixing 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 wendows 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 specifications with all lead & lift and as directed by Engineer in-charge. For Ventillators
2.5
-
10274.25
Painting New letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications.("i) Kannada/English(Matras commas and the like not to be measured and paid for half letter shall be counted as half) MORTH Specification No. 803 complete with all lead & lift and as directed by Engineer in-charge
6000
-
6300
Supply and Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcements for RCC work including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire hoisting etc., with all lifts etc., complete with all lead & lift and as directed by Engineer in-charge (Including cost of steel) Above 9 mtrs upto 12 mtr staging tank
42.39
-
2239893.96
DI Feeder Pipeline :- Earth work in excavation for pipeline trenches by Mechanical Means 600 mm to 1500mm width trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., complete with all lead & lift and as directed by Engineer in-charge in the following strata.Mechanical mean -do- Ordinary / Hard soil (Depth upto 3m)
4002.85
-
546389.02
-do- Ordinary Rock (not requiring blasting)
2233.42
-
408045.83
- do - in hard rock.
1208.47
-
1287926.9
Cutting road surface for pipeline trenches and disposing off excavated stuff as directed including barricading, danger lighting etc., in the following classification with all lead and lifts and as directed by Engineer in-charge. -do- Cutting Concrete Road
94
-
125743.8
-do-Cutting Asphalt Road
22.4
-
14935.2
-do-Cutting Macadam Road
44
-
15985.2
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 destination and cuts of pipe where ever necessary including jointing of DI pipes and specials (excluding cost of special) with rubber gasketsincluding cleaning the socket and spigot ends with soap solution and applying soft soapto socket and spigot endsbefore insertion of rubber gasketsjacking and fixing in perfect condition including cost of soap solution, soft soap, waste etc., and giving necessary hydraulic test to required pressure as per ISS with all lead and lift including cost of jointing materials.( contractor will make his own arrangement for procuring water for testing.) complete with all lead & lift and as directed by Engineer in-charge - for 200 mm Dia.-K-7
3200
-
5912160
Supplying and fixing of DI specials with ISI mark conforming to IS 9523 / 2000 suitable for jointing 100 mm to 600 mm dia DI pipes coated with rust prevention coatings as below etc.complete with all lead& lifts. A) External coating: c) Bituminous pain as per Annexure "C" of IS:9523 / 2000 B) Internal Lining: a) Portaland Cement (with or without additives) mortar as per Annexure - "B" of IS:9523/2000, c) Bituminous pain as per Annexure "C" of IS:9523 / 2000. complete with all lead & lift and as directed by Engineer in-charge - 100mm to 600mm dia specials
3000
-
242550
Supply, Converying 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 minimum grade GGG 40. All internal parts such as float, shell etc., all cover bolts of austenitic alloy steel, Dn 50 float of HOSTAFLON and gaskets and seals of EPDM, Epoxy powder coating (EP-P) inside and outside colour blue RAL5005 etc. complete with all lead and lift. 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. complete with all lead & lift and as directed by Engineer in-charge - for 80 mm dia Tamper proof Air valve PN 10
12
-
276102.6
Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggreggate including cost and conveyance of all materials with all lead and lift and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick wherever necessary, etc., complete for Anchor Blocks/Thrust Blocks with all lead & lift and as directed by Engineer in-charge
10
-
65407
Providing and laying in position plain cement concrete of mix M15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.87cum and fine aggregtes @ 0.459cum machine mixed, concrete laid in layers not exceeding 15cms, thick well compacted, in foundation and plinth, cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead & lift and as directed by Engineer in-charge
106
-
624348.48
Restoration of Macadum Road :- Earth work excavation and forming in embankment by manual means in Hard soil ( when earth is taken from bank cutting or from Barrow pits) including breaking of clods, spreading to required line and level, forming and cost of all labour complete as per specification with all lead & lift and as directed by Engineer in-charge (excluding watering and compaction of earth)( with all lead and lift ) MORTH / chapter 3
100
-
17220
Construcion of Granular sub-base by providing close graded material crushed stone aggregates of granite/trap/basalt material, mixing in mechanical mix plant at OMC, carriage of mixed material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specification with all lead & lift and as directed by Engineer in-charge - do for grading II material
60
-
122031
Cleaning the existing WBM road surface including removing of binding materials and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/ or compressed air, to receive bituminous treatment including cost of all materials,labour, HOM of machineries complete as per specifications with all lead & lift and as directed by Engineer in-charge MORTH specification clause 501
300
-
6615
Providing, laying, spreading and compacting stone aggregates of granite/trap/basalt of specific sizes to water bond macadam specifications including spreading in uniform thickness,hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, appying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, wateing and compacting to the required density complete as per specification with all lead & lift and as directed by Engineer in-charge. A. by manual means. MORTH specification No. 404 - do- for crushable type such as moorum or gavel for grading II
40
-
95508
Providing and applying Primer coat for surface of medium porosity like cement stabilized soil base @1.10kg/sqmt over prepared surface with S.S bitumen emulsion using bitumen tanker fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour HOM of machinery complete as per specification with all lead & lift and as directed by Engineer in-charge MORTH
300
-
13860
Providing and applying Tack coat using 80/100 grade bitumen (VG10) on the prepared black topped surfaces at 2.5kg/10sqm. Heating bitumen in boiler fitted with spray set ( excluding cleaning of road surface ) including cost of all materials, labour HOM of machinery complete as per specification with all lead & lift and as directed by Engineer in-charge MORTH
300
-
4095
Providing and laying Bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base/binding coarse including loading of aggregates with F.E loader hot mixing of stone aggregates and bitumen in hot mix plant 40ton capacity, transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve desired density 50/75mm compacted thickness with 3.3 % bitumin but excluding cost of primer/tack coat with lead upto 1Km including cost of all material labour HOM of machinery, complete as per specifiaction with all lead & lift and as directed by Engineer in-charge- do with 60/70 grade bitumin.
15
-
103918.5
Providing and laying a seal coat for sealing the voids on bituminous surface laying to the specified levels , grade and cross fall manualy and rolling with power roller 8-10 tonne capacity and type A using graded aggregates 6.7mm and down size at 0.009cum/sqm with bitumen binder VG-10 (80/100 grade) at 0.98 kg/sqm and including cost of all materials, labour,HOM of machinery complete as per specification with all lead & lift and as directed by Engineer in-charge
300
-
18270
Dismantling of size stone masonry in clay mortar and stacking the size stone with a radius of 50 Mtr. And removing the debries to a distance upto 200 Mtr complete with all lead & lift and as directed by Engineer in-charge
5.4
-
963.9
Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 with all lead & lift and as directed by Engineer in-charge
5.4
-
23978.43
Pumping Machinery :- Supplying at site of work erection and commissiong of Submerged Centrifugal Pump set Aqua /Grundfos/flyte or any other make confirming to IS standard 352 and Testing as per IS 5120 of pull out type with Pump and Motor Mounted on the single shaft, fitted with Mechanical seal ( Double mechanical seal should be fitted. • Primary (Inboard) : Silicon Carbide v/s Silicon Carbide or Tungsten Carbide v/s Tungsten Carbide • Secondary ( Outboard ) : Carbon v/s Cast Chrome Molybdenum Steel or Silicon Carbide or Tungsten Carbide ), Ball Bearing ( Ball / Roller / Thrust life time lubricated Anti Friction type with life time of grease filled with life cycle of 70,000 hrs. Motor Specfication :- The motor shall be of Squirrel Cage, Induction type, Air Filled, surface water cooled ( TESWC ) yet capable of Water Immersion upto 40mwc for S1 duty. Its winding should be of Class F “H” insulation with standing capacity up to 185°C respectively. It should be wound using Dual Coated, Super Enamelled; Copper wire with high temperature index as per I.S. 4800 Part-13. Motor and pump should be IP 68 protection. MOC of Material ( Impeller CF 8M, Shaft SS 316, Other Parts will be cast iron of FG 260 grade ) material Duty conditions (i) Discharge of any pump when working should give a discharge of 17 LPS / 61.20 cum/hr (ii) Head due to all causes when working parallel and should give a combined head of 54 m (iii) Quality of water - Treated water with less than 500 PPM turbidity (iv) Speed - 1450 / 3000 RPM Materials of Construction (i) Impeller - CF 8M ( SS 316 ) (ii) Pump shaft, - Stainless steel AISI Grade 410 (iii) Bearing - Angular Contact Ball Bearing (iv) Discharge head - Cast Iron Grade FG 260 as per IS 210 / Ductile Iron (v) Volute / Pump Casing - Cast Iron Grade FG 260 as per IS 210 with 1.5 to 2% NiCI or Ductile Cast Iron. ( vi ) Wearing Ring - CF 8M ( SS 316 ) ( vii ) Motor Parts - Cast Iron Grade FG 260 as per IS 210 Degree of Protection - IP 68, Class of Insulation - Class 'F' & 'H', Ambient Temperature - 45 Degree C , Voltage - 415 +or- 10%, Frequency - 50 +or- 3%, Reverse Rotation protation, Margin over Maximum pump input - 10%, The offer includes supply and installation of portable stand suitable for the pumpset including supply and fixing of 25 Mtrs. length suitable cable, Lifting Chain - MoC : Alloy Steel - W/O_GI - Lifting chain with "O" Ring @ 1m & with D/Bow Shackle @ 1 End for 5 Mtrs length complete with all lead & lift and as directed by Engineer in-charge
2
-
528320
Supply, delivery, erection, jointing and testing at site brand new best indegenous make Mild Steel, 8.00 mm thick MS pipes & specials suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with food grade epoxy primar coat of 45 microns thick and two coats of food grade nonphelic/nontoxic Berger/ poladian/ Akzo Noble make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The Pipes should be tested as per IS 3589/1966. The Welding should be done as per IS 2825-1969. The thickness of flanges should conform to IS 6392-1971. Delivery Manifold: Approximate 65x150mm dia or suitable size flanged expanders.complete with all lead & lift and as directed by Engineer in-charge
2
-
4000
Supply & delivery at site brand new best indegenous make MS pipe manifold 8.00 mm wall thickness and 150 mm dia. complete with all lead & lift and as directed by Engineer in-charge
12
-
30000
Minimum 150 mm dia or suitable size flanged tee with radial branch. complete with all lead & lift and as directed by Engineer in-charge
2
-
13000
Approximate 150x200mm dia or suitable size flanged expanders complete with all lead & lift and as directed by Engineer in-charge
1
-
6000
Delivery side sluice valve : - Supplying, delivery to worksite, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice Valves with body, bonnet of ductile iron of minimum 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, etc.complete with all lead & lift and as directed by Engineer in-charge.- Sluice valve and scour valve -do- 150mm Dia PN 1.0
4
-
75930.6
Supply and fixing of ductile iron double flanged swing check vavles with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seat faces with nickel overlay micro - finished/ Integral seat with body and disc in Ductile Iron in GGG 50 shaft of stainless steel and bearings of zinc free bronze and surface protection with epoxy liquid of GSK quality complete with all lead & lift and as directed by Engineer in-charge - for 150mm Dia PN 1.0
2
-
45732
-do-200mm Dia PN 1.0
1
-
46226
Pressure Gauge: Supply & delivery at site brand,new WIKA/Forbes Marshall/Airmaster glycerene filled stainless steel pressure gauge of 150 mm dia suitable for the above pumpsets with nipple, stop cock & two way cock for cleaning with necessary length of copper tubing suitable for mounting on the delivery side of pump, complete with all lead & lift and as directed by Engineer in-charge
2
-
4000
Control Panel Board with Star Delta Starter:- Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the new Metal board with Powder coated for motor for 25 HP motors with thermal overload relay & delay timer in steel housing of make approved by the board along with suitable capacity fuses for make & break capacity type single phase preventor, motor "ON" indicating lamp etc complete - 2 No with all necessary components like capacitors with cable, etc complete 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) H.R.C. fuse links suitable for motor duty shall be provided to 32/suitable Amps change over switch fuse unit. 3) H.R.C. fuse link rated not less than 1.5 times the rated current of the capacitor bank shall be provided in the 32/suitable Amps capacity switch fuse unit for capacitor circuit. 4) The internal wiring shall be done using adequate size insulated electrotinned copper strip or cable of 1.1 KV grade. 5) Manufacturer test certificate is to be furnished to E.E before dispatching the materials to the work site. complete with all lead & lift and as directed by Engineer in-charge
2
-
39600
Main side cable: Supplying, Laying on structure/ under ground of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975, complete with all lead & lift and as directed by Engineer in-charge
40
-
9030
Erection of pumpsets: Formation of suitable block machine foundation in CC 1:2:4 separately for each pumpset, (including stand by pumpsets) conforming to the latest IS 2974/using all the required materials such as cement, sand, jelly etc., complete including necessary earth work excavation, refilling curing etc., complete. Erection of the pumpset mounted on the common base plate on the above foundation using the required materials such as foundation bolts, key locks, self inter locking bolts, washers etc., complete. Levelling, aligning of the pumpsets on the founation. Grounding and dynamic balancing of the pumpset on the above foundation using all the required materials using all the required materials including dewatering,construction of Pump Pit e.t.c complete with all lead & lift and as directed by Engineer in-charge
2
-
10000
Earthing: Providing earthing as per latest IS 3043, and the work shall include the following: i)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. ii) 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. iii) 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. iv)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). complete with all lead & lift and as directed by Engineer in-charge
3
-
6000
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 180 days.The Pumpsets along with all other electrical equipments shall be serviced and commissioned in the presence of work including trial running for a period of 180 days. The work shall include the following servicing and heat running of the pumpsets along with allied equipments.i) Calibration of switch gears relays and meters giving performance tests of all electrical equipments. ii) Giving performance tests of the pumps such as discharge, efficiency and the Power absorption etc., and providing operating and maintenance manuals of the pumps and allied equipments to the operating personal. iii) Giving trail run of the pumpsets for a period of 180 days from the date of successful commissioning. iv) 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. 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 and certified regarding the performance of relays/switch gears. complete with all lead & lift and as directed by Engineer in-charge
1
-
5000
HDPE distribution Main Pipeline :- 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 directed in the following strata. 0 to 3 mtr depth. complete with all lead & lift and as directed by Engineer in-charge -do- In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
186.983
-
51439.02
-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. complete with all lead & lift and as directed by Engineer in-charge
93.492
-
58114.63
Providing Murrum / Gravel Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift (In Black Cotton soil and rock reaches).and as directed by the Engineer-in-charge.
153.72
-
41804.15
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 inclusive of required specials and fittings etc., complete with all lead & lift and as directed by Engineer in-charge (Contractor will make his own arrangement for procuring water for testing) Upto 110 mm dia, Coils shall be used. HDPE Grade - PE100 PN-8 conforming to IS 4984 - 1995 -do- 90 mm dia HDPE pipeline
420
-
111022.8
-do-110 mm dia HDPE pipeline
463
-
170323.81
-do-140 mm dia HDPE pipeline
231
-
133086.03
-do-160 mm dia HDPE pipeline
2722
-
1948353.16
Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS complete with all lead & lift and as directed by Engineer in-charge. -do- 80 mm dia DI. Sluice Valve. PN-10
13
-
111339.15
-do- 100 mm dia DI. Sluice Valve. PN-10
3
-
32554.05
Attending repairs to existing PVC pipeline :- Providing & attending to repairs of PVC pipe by earth work excavation, cutting the old pipe installation & joining of new pipes to the existing old pipes to the depth & line ,level & perfect linking at joints including encasing the pipes alround to a depth of not less than 15Cms with earth available , including cost of materials labour & refilling the excavated trenches giving satisfactory hydraulic test etc. complete with all lead & lift and as directed by Engineer in-charge. -do- 63 mm dia
50
-
5250
-do-75 mm dia
50
-
7140
-do-90mm dia
50
-
9207.5
Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggreggate including cost and conveyance of all materials with all lead and lift and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick wherever necessary, etc., complete with all lead & lift and as directed by Engineer in-charge for Anchor Blocks/Thrust Blocks.
7.68
-
50648.06
Providing and fabricating TMT steel bars of all sizes for reinforcement of R.C.C. works including conveying steel to work spot with all lead including cleaning straightening, bending, fabricating, placing in position, tieing as per designs complete with all lead & lift and as directed by Engineer in-charge
3.085
-
156041
Dismantling & re construction of drain works :- Dismantling size stone or rubble stone masonry in cement morter and plain concrete or RCC and stacking size or rubble stone as directed by Engineer- in -charge and removing the debries with all lead and lift. Etc complete and as directed by Engineer in-charge -do- Stone masonry
6.075
-
2238.94
-do- Plain cement concrete
2.025
-
1184.32
-do- RCC
1.35
-
2252.41
Providing and construction granite/trap/ basalt rubble stone masonry in foundation with cement motrar 1:6 (uncoursed), bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.12 with all lead & lift and as directed by Engineer in-charge
6.075
-
30515.33
KSRB 4.2.5 Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement @ 240kgs, with 40mm and down size graded granite coarse aggregetes @ 0.878 cum and fine aggregtes @ 0.459 cum, 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 wall ,walls (any thikness) including attached plasters, columns, piers, abutments pillars posts, struts, buttresses, string or lacing courses parapeets coping bed blocks, anchor block plain window cills, fillets etc, including cost of all materials labour, HOM of machinery curing complete with all lead & lift and as directed by Engineer in-charge
1.35
-
8516.06
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 up to 200 mm including cost of all materials,labour complete as per specificationss No. KBS 4.14.6 with all lead & lift and as directed by Engineer in-charge
30
-
18270
Construction of valve chamber :- Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m aftr breaking of clods complete as per specifications complete with all lead & lift and as directed by Engineer in-charge - Hard Soil
160.38
-
75611.15
-do- Hard rock by chistelling
160.38
-
343870.76
Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.892cum and fine aggregtes @ 0.465cum machine mixed, concrete laid in layers not exceeding 15cms, thick well compacted, in foundation and plinth, cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1,4.2. with all lead & lift and as directed by Engineer in-charge
24.057
-
133998.45
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials with all lead & lift, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete with all lead & lift and as directed by Engineer in-charge (excluding cost of reinforcement) for floor slab, resting on ground. (Cement @ 400 Kgs).
10.692
-
82886.74
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials with all lead & lift, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for for vertical side walls, alround effluent channel baffels etc., complete with all lead & lift and as directed by Engineer in-charge, with outside form finishing (Cement @ 400 Kgs).
35.64
-
497677.67
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete. (excluding cost of reinforcement) for flat slab with plastering outside and inside with C.M. 1:3 proportion 12 mm thick (Cement @ 400 Kgs) complete with all lead & lift and as directed by Engineer in-charge.- for ROOF Slab
6.325
-
84669.74
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements painting with all lead and lift etc., complete and as directed by Engineer in-charge
22
-
41995.8
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