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
Pipes and Pipe Related Activities
Opening Date18 Mar 2021
Closing Date17 Apr 2021
Tender Amount₹ 4,86,60,791
Costs
EMD
₹ 6,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KUWSDB/2020-21/WS/WORK_INDENT2850/CALL-2Bid Award Id
ViewTender No
KUWSDB/2020-21/WS/WORK_INDENT2850/CALL-2Tender 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
Earthwork Excavation by Mechanical Means / Machinery Earth work 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 and boning rods at every 100 mtrs, wherever necessary as directed , removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to te extent required, utilising the available excavated earth locally for the work etc., complete in the following strata as per specifications with all lead and lift and as directed by Engineer-in-charge etc. depth beyond 3 mtr upto 4m. In ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or dis integrated 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 etc complete as per specifications with all lead and lift and as directed by Engineer-in-charge.
737.9
-
120388.38
-do- depth from 4 to 5m etc complete
98
-
17588.06
-do-depth from 5 to 6 m etc complete
65.95
-
13019.19
-do- Hard rock - Any rock excavation by using mechanical plant / machinery.depth beyond 3 mtr upto 4m etc complete as per specifications with all lead and lift and as directed by Engineer-in-charge.
15.06
-
14435.31
-do-depth from 4 to 5m etc complete
2
-
2108.74
-do- depth from 5 to 6 m etc complete
1.35
-
1565.74
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 elastomeric sealing rings) 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 etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge .(contractor will make his own arrangements for procuring water for testing). '-do- Supplying and laying of PVC-U pipes as per IS 15328 SN8- Ring tite, 160 mm dia
11859
-
5936259.63
-do- 200 mm dia
319
-
237039.33
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 conforming to IS 12592 (Part-I): 1988 & IS 12592 (Part-II):1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms 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 and outer conical surface etc. as per the drawing etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge. for various diameters and depths noted below. -do- with table moulded bricks of approved quality and medium duty SFRC manhole frame and cover for 1.20 Mtr. dia. For 1.00 Mtr Depth
50
-
976511
do-1.10 Mtr Depth
75
-
1558699.5
do-1.20 Mtr Depth
15
-
329041.65
do-1.30 Mtr Depth
9
-
207806.4
do-1.40 Mtr Depth
6
-
146052.06
do-1.50 Mtr Depth
5
-
127477.3
do-1.60 Mtr Depth
4
-
106595.6
do-1.70 Mtr Depth
4
-
111605.4
do-1.80 Mtr Depth
7
-
203383.6
do-1.90 Mtr Depth
7
-
211457.75
do-2.00 Mtr Depth
5
-
156808.5
do-2.10 Mtr Depth
5
-
164522.2
do-2.20 Mtr Depth
4
-
137392.76
do-2.30 Mtr Depth
4
-
143563.76
-do- with table moulded bricks of approved quality and heavy duty SFRC manhole frame and cover for 1.20 Mtr. dia. etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge. For 1.00 Mtr Depth
49
-
980402.78
1.10 Mtr Depth
81
-
1722113.46
1.20 Mtr Depth
15
-
336211.65
1.30 Mtr Depth
7
-
164972.92
1.40 Mtr Depth
6
-
148920.06
1.50 Mtr Depth
3
-
77920.38
1.60 Mtr Depth
5
-
135634.5
1.70 Mtr Depth
5
-
141896.75
1.80 Mtr Depth
8
-
236262.4
1.90 Mtr Depth
6
-
184117.5
2.00 Mtr Depth
3
-
95816.1
2.10 Mtr Depth
2
-
66764.88
2.20 Mtr Depth
3
-
104478.57
2.30 Mtr Depth
3
-
109106.82
-do- with table moulded bricks of approved quality and heavy duty SFRC manhole frame and cover for 1.50 Mtr. Dia etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge. For 2.40 Mtr Depth
5
-
233689.6
do-2.50 Mtr Depth
3
-
145442.37
do-2.60 Mtr Depth
2
-
100645.36
do-2.70 Mtr Depth
4
-
208262.2
do-2.80 Mtr Depth
3
-
161425.29
do-3.00 Mtr Depth
3
-
172179.57
do-3.10 Mtr Depth
3
-
178618.68
do-3.20 Mtr Depth
1
-
61784.94
do-3.40 Mtr Depth
1
-
66077.68
do-3.50 Mtr Depth
1
-
68323.06
do-3.80 Mtr Depth
2
-
149722.36
do-3.90 Mtr Depth
2
-
154015.1
do-4.10 Mtr Depth
1
-
82025.5
do-4.7 Mtr Depth
1
-
98858.97
do-5.2 Mtr Depth
1
-
111768.99
do-5.5 Mtr Depth
1
-
118731.87
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 etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge.
22720.47
-
2410414.66
Cutting road surface for pipeline trenches and disposing off excavated stuff as directed including barricading danger lighting etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge. , in the following classifications For cutting Macadam Road.
1388.29
-
494758.79
-do- For Cutting Asphalt Road
304
-
198831.2
-do- For Cutting Cement Concrete Road
818.29
-
1073776.5
Providing, laying, spreading and compacting stone aggregates of granite/trap/basalt of specific sizes to water bound 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, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density A by mannual means.Crushable type such as Murrum or Gravel for grading II etc., complete as per specifications MORTH specification no 404 with all lead and lift and as directed by Engineer-in-charge.
1036.24
-
2186953.43
Providing, laying and consolidating of crushed stone aggregates on prepared surface as per built up spray grout speciications 75mm thick, as base couse compacted in two layers composite construction of crushed stone aggreagates with application of bitumen binder after each layer and lay aggregate on the top of second layer and rolling with power roller 8 to 10 tonne but excluding cost of primer / tack coat including cost of all materials, labour, HOM complete as per specifications clause 504 MORTH V revision with all lead and lift and as directed by Engineer-in-charge.
4439
-
1760285.45
Providing and applying tack coat using 80/100 grade bitumen (VG 10) on granular base such as WBM surfaces hot Bitumen primed at 4Kg per 10Sqm, heating bitumen in boiler fitted with spray set (excluding cleaning ofroad surface) including cost of all materials, labour, HOM complete as per specifications. clause 504 MORTH V revision with all lead and lift and as directed by Engineer-in-charge.
4439
-
105159.91
Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggreagates with F.E loader, hot mixing of stone aggregates and bitumen in hot mix plant , transporting the mixed materials in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by smooth wheeled vibratory and tandem rollers to achive the desired density, but excluding cost of primer/tack coat and including lead, lift and cost of all materials, labour, HOM complete as per specification clause 504 MORTH V revision using 120TPH capacity asphalt batch mix plant with sensor paver Gr-1 (80mm to 100mm) with 3.3% VG-30 Bitumen with all lead and lift and as directed by Engineer-in-charge.
335.95
-
1772357.98
Cement concrete pavement: Construction un-reinforced plain cement concrete for pavements , using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum, coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 lts conforming to IS 9103-2008, mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grade, textured with texturing machine and curing including cost of all materials, labour, hire charges of machineries, all lead and lift charges etc complete with all lead and lift and as per specifications and as directed by the Engineer-in-charge. -do with OPC at 360 kg/cum and coarse aggregate 0.69 cum, fine aggregate 0.46 cum
924.79
-
4820578.85
Supplying PVC Ringtite pipes of following diameters confirming to IS 4985 : 2000 with latest amendments and conveying to works site, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destination 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 and lift including encasing the pipe alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excavation and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangement for procuring water for testing) etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge. For 25 mm dia., 10 Kg/Cm2
1000
-
44480
-do-32 mm dia., 10 Kg/Cm2
1000
-
63630
-do-50 mm dia., 6 Kg/Cm2
900
-
83583
-do-63 mm dia., 6 Kg/Cm2
700
-
72940
-do-90 mm dia., 6 Kg/Cm2
700
-
128023
-do-160 mm dia., 6 Kg/Cm2
100
-
43773
-do-200 mm dia., 6 Kg/Cm2
50
-
33012
Cleaning the night soil slush from the Septic Tank and existing manholes including cleaning and removing the same with all lead and lift etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge.
500
-
150000
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 etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge.
75
-
22325.25
Providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1:6 (uncoursed) bond stones at 2 m apart in each course including cost of materials, labour, curing etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge.
75
-
281730.75
Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendements and conveying of 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 whenever necessary including jointing of DI pipe and specials,(including cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap, solution, soft soap, waste etc. ang 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). etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge. In sewarage projects, high alumina cement (HAC) is permitted for internal cement mortar lining (CML) of DI pipes as recomonded in AnnexureB, clause 16.3 of IS 8329:2000 in place of slag or sulphate resistance cement (SRC)150 mm dia K7 DI pipes
130
-
172048.5
-do- 200 mm dia K7 DI pipes
130
-
239788.9
Repairs to manholes for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the Manhole cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge. Upto 0.3m depth
10
-
65765.5
-do-Upto 0.6m depth
10
-
132612.5
-do-Upto 0.9m depth
10
-
217762.6
Providing and fixing platic foot steps etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge etc.
180
-
17820
Providing heavy duty SFRC manhole frame and cover -For 1.2m dia manhole etc., complete as per specifications with all lead and lift and as directed by Engineer-in-charge etc.
20
-
19960
-do-For 1.5m dia manhole
20
-
29520
Providing PVC-U Individual U.G.D House service connection (which shall be laid from inside the customer property) which includes: a) Supply of PVC-U Pipe b) Providing and fixing of 315 mm dia PE inspection chambers with lid consisting of inlet and outlet arrangements with base, riser of min 0.42m depth which includes earth work, fixing in CC- 1:2:4 etc., complete. c) Civil works like earth work 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, crossing drains, compound, 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 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 as per specifications with all lead and lift and as directed by Engineer-in-charge. 110mm dia
1000
-
7235750
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