Bengaluru Water Supply And Sewerage Board Tender
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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
₹ 12,600Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
BWSSB/2024-25/WS/WORK_INDENT1354/CALL-2Bid Award Id
ViewTender No
BWSSB/2024-25/WS/WORK_INDENT1354/CALL-2Tender Authority
Bengaluru Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
BOQ Items
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code03 - 1.50-3.00 Mtr Depth
48.83
331
16162.73
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code11 - 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
30.05
2559
76897.95
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code10 - 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
138.31
160
22129.6
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code14 - Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications.
25.92
6243
161818.56
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code13 - 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
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code15 - 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. 110 mm dia
20
8134
162680
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code01 - Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Mechanical Means Bituminous course
30.05
322
9676.1
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code08 - Additional depth 1.0 to 1.90 Mtr Depth
9
3173
28563.3
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code04 - Earth work excavation for pipeline trenches by mechanical means as per
drawing and technical specifications, including setting out, construction
of shoring, strutting, 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.Ordinary/soft rock (without requiring blasting) 0 to 1.5Mtr Depth 20% of the EWE for Soft rock (0 to 1.5Mtrs depth 20% of the EWE for Soft rock)
24.04
454
10914.16
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code05 - 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) 0 to 1.5Mtrs depth 20% of the EWE for Hard rock (blasting prohibitated)
24.04
1014
24376.56
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code07 - 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: Construction of Brick Mansonary Circular Machinehole 1.2m internal dia & 1.0M depth including SFRC F & C
1
29047
29047
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code12 - 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
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code16 - 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: 110 mm dia 6kg/cm2
100
411
41100
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code17 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
30.7
85
2609.5
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