Karnataka Urban Water Supply And Drainage Board Tender
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The KUWSDB has issued a formal invitation for competitive bids for the Karnataka Urban Water Supply And Drainage Board project, for Linking And Rectification Of Ugd Sewer Line Left Out To Open Drain At Various Locations In Kalaburagi City By Mechanical Means Under Kkrdb Works in Kalaburagi, Karnataka, with an estimated contract value of Rs. 2,31,09,229. The bid opening date for this tender is 20-05-2021 and the last date for bid submission is 19-06-2021. Interested bidders for Karnataka Urban Water Supply And Drainage Board tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Karnataka Urban Water Supply And Drainage Board - KUWSDB Tender
Opening Date20 May 2021
Closing Date19 Jun 2021
Tender Amount₹ 2,31,09,229
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KUWSDB/2021-22/WS/WORK_INDENT2968Bid Award Id
ViewTender No
KUWSDB/2021-22/WS/WORK_INDENT2968Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Provinding groove cutting for width of 5mm to 10mm and depth 80mm 100mm including cost of cutting machine, generator and HOM, inckuding cost of blade, coolent etc., including the cleaning of groove & providing sand and hot bitumen fillars and filler materials etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental chargers as per drawing as per specification, as directed by the Engineer in charge. For concrete road
7782
-
1050570
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-do- for 1.10 m depth
14
-
288827.14
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-do- for 1.80 m depth
3
-
86023.62
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-do- for 2.70 m depth
1
-
47311.28
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Cutting road surface for pipeline trenches and disposing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications as directed by the Engineer in charge. Cutting cement concrete road
649.865
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827928.01
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i) Lime /Cement Concrete. I. By Manual Means :B. Cement Concrete Grade M-15 & M-20, with all lead and lift as directed by the Engineer in charge with all safety measures.
24.49
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13640.93
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Earth work in excavation for pipeline trenches beyond 600 mm 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 in the following strata, with all lead and lift as directed by the Engineer in charge with all safety measures. (Depth upto 3m) Earthwork Excavation by Mechanical Means '-do- Hard rock - Any rock or cement concrete or RCC, excavation by using mechanical plant / machinery.
2681.91
-
2268895.86
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Supplying Unplasticised PVC pipes conforming to IS 15328:2003 with latest amendments ended with integral sockets with IS1 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 elastomeric 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) Supply & lay ng of PVC - U Pipes as per IS 15328 SN 8 - Ring tite, with all lead and lift as directed by the Engineer in charge with all safety measures. '-do- 160mm dia.
3970
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1722980
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-do- for 4.20 m depth
1
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73702.18
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Complete as per spacification,with all lead and lift as directed by the Engineer in charge with all safety measures. A. By Manual means MORTH Specification No. 404 Type-B 11.2mm for grading III.
845.829
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2075664.37
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Providing and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1:4 , edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, scaffolding, curing complete as per specifications,with all lead and lift as directed by the Engineer in charge with all safety measures.
9.94
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63470.88
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Providing Murrum / Gravel Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift as directed by the Engineer in charge with all safety measures.
645.6
-
167210.4
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-do- for 4.00 m depth
1
-
77024.03
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-do- for 1.70 m depth
4
-
110214.72
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-do- for 1.40 m depth
20
-
481842
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-do- for 2.80 m depth
1
-
48522.37
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Semi dense bituminous concrete - Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects as per specifications as directed by Engineer-in -charge. (25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading II) )-25-30mm compacted thickness with 5% bitumen 40/60 grade using 40-60 HMP (Grading II),with all lead and lift as directed by the Engineer in charge with all safety measures.
114.96
-
906574.56
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-do- 250mm dia.
76
-
182172
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-do- for 2.20 m depth
8
-
271361.36
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Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications complete as per specifications,with all lead and lift as directed by the Engineer in charge with all safety measures. - TMT Bars Fe 500
2.05
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100655
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iii) Dismantling Stone Masonry.B. Rubble stone masonry in cement mortar, with all lead and lift as directed by the Engineer in charge with all safety measures.
5.67
-
1990.17
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-do- for 1.30 m depth
22
-
505367.06
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-do- for 1.50 m depth
16
-
403407.36
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-do- for 1.60 m depth
9
-
237895.38
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Providing and applying tack coat using 80/100 grade bitumen (VG 10) on the prepared black topped surfases at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all labour, HOM of machineries complete as per specifications,with all lead and lift as directed by the Engineer in charge with all safety measures.
764.895
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10708.53
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-do-110mm dia. -6kg/cm2(class 3)
244
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61244
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-do-.90 mm -6kg/cm2(class 3)
337
-
60997
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Plain / Reinforced Cement Concrete idesign mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008,Open Foundation complete as per Drawing and Technical Specifications Case - I : Using Concrete Mixer,with all lead and lift as directed by the Engineer in charge with all safety measures.
12.92
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65426.88
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Installation of product pipe by manual jacking method - Manufacturing, providing, transporting, rolling, lowering, laying & jointing, testing, commissioning of ERW (Electric Resistance Welded), SAW (Submerged Arc Welded) MS pipe (Fe-410 grade) conforming to IS 3589-2001 with latest amendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lea., lift, cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of MS carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint. Installation of steel pipe by Ramming / Jacking method to cross Railway track / NH /BDA /BBMP/Other roads/Existing utilities / NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers 0f HDP/MS or other similar material should be provided in between carrier & casing pipe to prevent carrier pipe forming metallic contact with casing pipe. The rates are inclusive of all taxes and duties. Note : a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate and provision shall be made as per site requirement c. The cost of Jacking includes all leads lifts, cost of consumables, fuel charges, labour and Taxes and duties. d. The cost of jacking and receiving pits shall be proposed separately as per site requirement,with all lead and lift as directed by the Engineer in charge with all safety measures. -do-with 900mm dia. 12 mm thick. MS pipe
66
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2110086
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Extra charges for excavation in all classifications in watery situation or foul conditions may be paid as under towards dewatering with an overnight recuperation upto one metre depth and there of as below. 0 - 2 m depth, with all lead and lift as directed by the Engineer in charge with all safety measures.
3403.19
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316496.67
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-do- for 1.90 m depth
1
-
29894.41
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Supplying S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (excluding cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S&S RCC pipes with all lead & lift & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning,with all lead and lift as directed by the Engineer in charge with all safety measures. (contractor will make his own arrangements for procuring water for testing) (For UGD works the pipe shall be manufactured using Sulphate Resistant Cement (SRC) only) '-do- 300 mm dia.
25
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44500
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Providing and applying primer coat with SS bitumen emulsion on prepared surface of granular base such as WMM including clearing of road surface & spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications no. 502.
764.9
-
26006.6
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-do- 200mm dia.
12
-
22080
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Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials, (excluding cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lift including cost of jointing materials. (contractor will make his own arrangements for procuring water for testing),with all lead and lift as directed by the Engineer in charge with all safety measures. NOTE: In sewerage projects, High Alumina Cement (HAC) is permitted for internal cement mortor lining (CML) of DI pipes as recommended in Annexure B, Clause 16.3 of IS 8329:2000 in place of Slag or Sulphate Resistance Cement (SRC). 150mm dia.
116
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153120
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PCC 1:3:6 in Foundation KSRRB M2900-1. Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 m nominal size mechanically mixed, placed in foundation and compacted by vibration including curing complete as per specifications,with all lead and lift as directed by the Engineer in charge with all safety measures.
7.79
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32328.5
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-do- for 3.90 m depth
1
-
74455.68
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Repairs to manholes for different depths including removal of debris, levelling the brick masonary, construction of brick masonary upto ground level, providing CC coping all round the MH cover, plastering both inside and outside to the brick masonary and fixing of manhole frame and cover, curing, refilling etc complete including replacing the damaged manhole frame and cover with heavy duty frame and cover,with all lead and lift as directed by the Engineer in charge with all safety measures. upto 0.90m depth.
17
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359414
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Providing and removing centering, shuttering, strutting, propping etc., for columns, pillars, piers, abutments, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specificaiton,with all lead and lift as directed by the Engineer in charge with all safety measures
66.6
-
30369.6
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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 all lead and lift as directed by the Engineer in charge with all safety measures.
6926.68
-
713448.04
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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 specificaiton,with all lead and lift as directed by the Engineer in charge with all safety measures.
51.68
-
23100.96
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-do- 200mm dia.
1275.6
-
817659.6
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-do-75 mm dia. -6kg/cm2(class 3)
350
-
49000
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Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 120 TPH capacity Asphalt batch mix plant with sensor paver Gr-II (50 mm to 75 mm) with 3.4 % VG-30 Bitumen,with all lead and lift as directed by the Engineer in charge with all safety measures.
152.979
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1010579.27
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Earth work in excavation for pipeline trenches beyond 600 mm 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 in the following strata with all lead and lift as directed by the Engineer in charge with all safety measures. (Depth upto 3m) Earthwork Excavation by Mechanical Means '- do -Ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm; found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin.
1021.93
-
147157.92
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-do- for 2.30 m depth
7
-
247261.91
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Plain /Reinforcement Cement Concrete M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, in Open Foundation complete as per Drawing and Technical Specifications Case - I : Using Concrete Mixer”,with all lead and lift as directed by the Engineer in charge with all safety measures.
9.48
-
46660.56
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Repairs to manholes for different depths including removal of debris, levelling the brick masonary, construction of brick masonary upto ground level, providing CC coping all round the MH cover, plastering both inside and outside to the brick masonary and fixing of manhole frame and cover, curing, refilling etc complete, including replacing the damaged manhole frame and cover with heavy duty frame and cover,with all lead and lift as directed by the Engineer in charge with all safety measures. upto 0.60m depth.
45
-
579240
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Provinding groove cutting for width of 5mm to 10mm and depth 80mm 100mm including cost of cutting machine, generator and HOM, inckuding cost of blade, coolent etc., including the cleaning of groove & providing sand and hot bitumen fillars and filler materials etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental chargers as per drawing as per specification, as directed by the Engineer in charge. For asphalt road
1792.2
-
179220
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Individual house service connection Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer proterty ) which includes: (a) providing and fixing the PE Inspection chambres of 315 mm dia 0.42 m depth . (b) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network etc. complete with all lead and lift as directed by the Engineer in charge with all safety measures. 110 mm dia
184
-
1292600
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Road Restoration: Providing and laying in position plain cement concrete of mix 1:2:4 with OPC cement @ 240kgs, with 20 mm and down size graded granite metal coarse aggregates @.878cum and fine aggregates @ 0.53cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead and lift as directed by the Engineer in charge with all safety measures.
531.96
-
2934823.32
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-do- for 1.20 m depth
16
-
348021.92
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-do- for 2.10 m depth
7
-
226927.54
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Earth work in excavation for pipeline trenches beyond 600 mm 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 in the following strata, with all lead and lift as directed by the Engineer in charge with all safety measures. (Depth upto 3m) Earthwork Excavation by Mechanical Means '-do- In Ordinary / All soils / Hard soil (Depth upto 3m)
3222.84
-
348066.72
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-do- for 2.90 m depth
1
-
49832.47
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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 C.C 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC manhole frame and cover in C.C. 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 lead and lifts for various diameters and depths noted below.Cost of each man hole including heavy duty frame,heavy duty cover and plastic foot steps, with all lead and lift as directed by the Engineer in charge with all safety measures. '-do- with table moulded bricks of approved quality and heavy duty SFRC frame and cover for 1.20 Mtr. dia. For 1.00 m depth
9
-
175586.85
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-do- for 2.50 m depth
8
-
358320.64
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-do- with table moulded bricks of approved quality and heavy duty SFRC frame and cover for 1.50 Mtr. dia. For 2.40 m depth
8
-
347839.84
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Supplying PVC ringtite pipes conforming to IS 4985:2000 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 PVC pipes and specials (including 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).63 mm-6kg/cm2(class 3),with all lead and lift as directed by the Engineer in charge with all safety measures.
350
-
36050
... More
-do- for 2.60 m depth
4
-
184004.72
... More
-do- for 2.00 m depth
2
-
62030.54
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