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
₹ 69,950Document Cost
Refer DocumentsTender Fee
₹ 880
Description
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Contact
Tender Id
BWSSB/2024-25/WS/WORK_INDENT1295Bid Award Id
ViewTender No
BWSSB/2024-25/WS/WORK_INDENT1295Tender 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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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
93.87
454
42616.98
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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 hard rock (blasting prohibited) Depth upto 1.50 m
140.8
1014
142771.2
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code06 - Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentmentsusing ordinary portland cement, for sanitary works and conveyingto work site, rolling and lowering into trenches, laying true to lineand level including loading and unloading at both destinations andjointing of pipes and specials, perfect linking of joints with jack tocorrect position including cost of jointing materials, i.e, rubber ringsconforming to IS: 5382 for S&S RCC pipes, with all leads and lifts asdirected and giving necessary hydraulic test as per ISS to the requiredpressure and commissioning etc. complete. (Contractor will make hisown arrangements for procuring water for testing). Before the executionof the work, the contractor shall carry out the survey 300 mm dia RCC PIPE LINE
406.8
1332
541857.6
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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 1.00 Mtr Depth
15
29047
435705
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code08 - Additional depth 0.1 meter (1.00-2.0mtr)
128
3173
406233.6
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code09 - Construct Brick masonry Circular Machinehole 1.2m internal dia 2.0M depth Included SFRC F & C
4
60784
243136
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code10 - Additional depth 0.1 m (2 to 3 Mtr Depth)
8
2853
22825.6
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code11 - 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
499.75
160
79960
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code12 - 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
117.34
2559
300273.06
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code13 - Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherevernecessary, sorting the dismantled material, disposal of unserviceablematerial and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry
6.75
610
4117.5
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code14 - 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 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.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates
101.7
6243
634913.1
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code16 - Providing PVC-U INDIVIDUAL U.G.D House service connection (whichshall be laid from inside the customer property ) which includes: a)Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PEInspection chambres with lid consisting of inlet & outlet arrangementswith base, riser of min. 0.42 m depth which includes earth work,fixing in CC-1:2:4 with appurtenances., complete. (c) civil works likeEarthwork excavation for the pipeline trenches for laying of PVC-U pipesfor 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. woodwork, steel work, including T & P and scaffolding wherever necessarysorting the dismantled material, disposal of unserviceable and stackingthe serviceable material with all lifts and lead , restoring the damagedportions inside or outside the property premises, refilling the portionsof trenches that are dug open including linking to existing sewer networkwith appurtenances. complete. 110mm dia
40
8134
325360
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code17 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinationsand cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approvedtype, with all labour with all lead & lift including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessaryhydraulic test to the required pressure as per ISS (Contractor will makehis own arrangements for procuring water for testing) etc. complete For
200
411
82200
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code18 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
130.44
85
11087.4
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