Bengaluru Water Supply And Sewerage 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
₹ 15,600Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
BWSSB/2024-25/WS/WORK_INDENT1333Tender No
BWSSB/2024-25/WS/WORK_INDENT1333Tender Authority
Bengaluru Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
BOQ Items
code04 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps 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 and all other appurtenances to complete in the following strata. 0 to 1.5Mtrs depth 20% of the EWE for Hard rock(blasting prohibitated)
30.9
1014
31332.6
code05 - Providing lowering laying, jointing, testing and commissioning of
following diameters glazed stone ware pipes, conforming to IS 651:1992,
(with 5th revision) in all respects jointing with EPDM rubber rings (seals
according to EN 681 & ASPM 425) The rubber seals joints pipe will
have groves in interior of socket and exterior of the spigot. The rubber
gasket shall be prefixed at the factory by the manufacturer rigidly with
approved glue to have leak proof joint including conveying of pipe to
work site and rolling and lowering into trenches, laying true to line,
level and perfect linking at joints testing and commissoning including
loading and unloading at both destinations and cuts of pipes wherever
necessary including jointing of GSW pipes and specials, with rubber
gaskets conforming to EN 681 and ASTM C-425 including cleaning
the socket and spigot with soap solution and applying talcum powder
for detecting crack, then applying glue and before inserting of rubber
gaskets, jacking and fixing in perfect condition including the cost of soap
solution, talcum powder and glue etc. and giving necessary hydraulic test
to the required pressure of water head with all lead and lifts including
costing of jointing materials and all necessary survey works for laying of
sewers etc., and disposal of debris as directed etc., complete. (Contractor
will make his own arrangements for procuring water for testing) with
Rubber ring gasket joints 230mm dia
197.6
936
184953.6
code06 - Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of
approved quality, plaster inside and out side with CM 1:3, 12mm thick,
except for the conical surface outside where the plaster thickness shall be
20mm. Slope inside to be 1:6 in the concrete towards central drain and
finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm
and down size. Providing and fixing SFRC Machinehole frame and cover
(Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.
Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500)
with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be
fixed 30cms apart and on CC block embeded to masonry wall. The whole
works include watering, curing, barricading, danger lighting, pouring
tar over MH frame and cover, cost of tar, shoring, strutting, de-watering,
engraving Machinehole number with flow direction on the inner conical
surface etc. as per the drawing etc. as per technical specifications and
for the following diameters and depth etc. for 1.2mm dia: 1.0Mtr Depth
8
29047
232376
code07 - Additional depth 1.0 to 2.0 Mtr Depth
16
3173
50779.2
code08 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications
128.51
160
20561.6
code09 - Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density
51.5
2559
131788.5
code10 - 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 and lead Dismantling Stone Masonry
6.75
610
4117.5
code11 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
6.75
6389
43125.75
code12 - Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.
177.84
41
7291.44
code13 - Dense Graded Bituminous Macadam Grading - I for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical 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. 505 complete in all respects.
8.89
8856
78729.84
code14 - Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
177.84
12
2134.08
code15 - Bituminous Concrete Grading I for traffic 20 MSA Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical 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. 507 complete in all respects
8.89
10705
95167.45
code16 - 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 the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) 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 with appurtenances. complete. 110mm dia
30
8134
244020
code17 - Providing 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 unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
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 15 cms. 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) etc. complete For: 110mm dia
150
411
61650
code18 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
25.99
85
2209.15
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