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
₹ 3,49,000Document Cost
Refer DocumentsTender Fee
₹ 4,940
Description
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Contact
Tender Id
BWSSB/2024-25/WS/WORK_INDENT854Tender No
BWSSB/2024-25/WS/WORK_INDENT854Tender Authority
Bengaluru Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
BOQ Items
BWSSB04 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 etc., and all other appurtenances complete in the following strata.b) Depth exceeding 1.5 m, but not exceeding 3 m
1839.98
331
609033.38
BWSSB05 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification,including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, 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 and all other appurtenances to complete in the following strata, Nehru road from 80 feet road to Empire signal R.S Palya. a)Hard rock (blasting prohibited) Depth upto 1.50 m,10% Earth work 0.0 to 1.50 mt depth
89.03
454
40419.62
BWSSB06 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification,including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, 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 and all other appurtenances to complete in the following strata, Nehru road from 80 feet road to Empire signal R.S Palya. b)Depth exceeding 1.5 m, but not exceeding 3 m,10% Earth work 01.5 mt to 3.0 mt depth
44.4
557
24730.8
BWSSB07 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. 300mm dia
3801.6
1332
5063731.2
BWSSB08 - 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
5719.21
160
915073.6
BWSSB09 - Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, 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 0.15M alround the chamber. 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. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying 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 diaCirc. B M.H: 1.2m dia.1)1.5 m depth, MH12,13,14
3
38381
115143
BWSSB10 - 1.6 m depth, MH11,15
2
41568
83136
BWSSB11 - 1.7 m depth, MH10,16
2
43414
86828
BWSSB12 - 1.8 m depth, MH 9,17
2
44888
89776
BWSSB13 - 1.9 m depth, MH 8,18
2
48447
96894
BWSSB14 - 2 m depth, MH 7,19
2
60784
121568
BWSSB15 - 2.1 m depth, MH 6,20
5
6363
31818.5
BWSSB16 - 2.2 m depth, MH 5,21
2
66490
132980.8
BWSSB17 - 2.3 m depth, MH 4,22
2
69343
138686
BWSSB18 - 2.4 m depth, MH 3,23
2
72196
144393.6
BWSSB19 - 2.5 m depth, MH 2,24,25
3
75050
225150
BWSSB20 - 2.6 m depth, MH 1,26,27
3
77903
233709
BWSSB21 - 1.30 mt depth NMH1, NMH19, NMH37
6
34689
208134
BWSSB22 - 1.40 mt depth NMH2, NMH20, NMH38,
6
36535
219210
BWSSB23 - 1.40 mt depth NMH3, NMH21, NMH39,
6
36535
219210
BWSSB24 - 1.50 mt depth NMH4, NMH22, NMH40
6
38381
230286
BWSSB25 - 1.50 mt depth NMH5, NMH23, NMH41
6
38381
230286
BWSSB26 - 1.60 mt depth NMH6, NMH24, NMH42
6
41568
249408
BWSSB27 - 1.70 mt depth NMH7, NMH25, NMH43
6
43414
260484
BWSSB28 - 1.80 mt depth NMH8, NMH26, NMH44
6
44888
269328
BWSSB29 - 1.90 mt depth NMH9, NMH27, NMH45
6
48447
290682
BWSSB30 - 2.00 mt depth NMH10, NMH28, NMH46
6
60784
364704
BWSSB31 - 2.10 mt depth NMH11, NMH29, NMH47
6
63637
381822
BWSSB32 - 2.20 mt depth NMH12, NMH30, NMH48
6
66490
398940
BWSSB33 - 2.30 mt depth NMH13, NMH31, NMH49
6
69343
416058
BWSSB34 - 2.40 mt depth NMH14, NMH32, NMH50
6
72196
433176
BWSSB35 - 2.50 mt depth NMH15, NMH33, NMH51
6
75050
450300
BWSSB36 - 2.60 mt depth NMH16, NMH34, NMH52
6
77903
467419.2
BWSSB37 - 2.70 mt depth NMH17, NMH35, NMH53
6
80756
484538.4
BWSSB38 - 2.80 mt depth NMH18, NMH36, NMH54
6
83609
501654
BWSSB39 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 1) 110mm(weight of pipe -1.315 kg)
610
282
172020
BWSSB40 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 2) 110mm dia PVC Bend
610
492
300120
BWSSB41 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 3) 110 mm dia PVC REDUCER
1120
261
292320
BWSSB42 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work(Both side of the road pipeline has been proposed)
455.78
85
38741.3
BWSSB43 - Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump(Both side of the road pipeline has been proposed)5 HP Pump
100
310
31000
BWSSB44 - Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump(Both side of the road pipeline has been proposed)10 Hp Pump
50
426
21300
BWSSB45 - Providing Bedding or Backfilling using approved stone dust / quarry dust of size not exceeding 5.6 mm for the pipe line trenches including watering and consolidation etc., complete with all lead and lifts as per specification and as directed by the engineer incharge, after obtaining the approval of the Chief Engineer
187.2
1157
216590.4
BWSSB46 - 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(Both side of the road pipeline has been proposed)
1108.19
2559
2835858.21
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