Rural Drinking Water And Sanitation Department 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
₹ 46,300Document Cost
Refer DocumentsTender Fee
₹ 580
Description
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Tender Id
RWSSD/2024-25/WS/WORK_INDENT8659Tender No
RWSSD/2024-25/WS/WORK_INDENT8659Tender Authority
Rural Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
JALADHARE04 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite trap basalt crushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticizerslaid in finished layers well compacted using needle vibratorsincluding all lead and liftscost of all materials quality confirming to the requirements ofrelevant IS codes labour Usage charges of machinerycuring and all the otherappurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Raft slab
5.7
7028
40063.419
JALADHARE05 - Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The granite trap basalt crushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticiserslaid in layers well compacted using needle vibrators providing weep holes wherever necesary including all lead and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenancesrequired to complete the work as per technical specificationsM30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Columns above GL
0.55
12034
6618.9585
JALADHARE06 - AND Bracing beam at GL
0.79
10618
8388.7335
JALADHARE07 - Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridgesupto 3.50 m height. Thegranite trap basaltcrushed graded coarse aggregatesand fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needlevibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Level upto 3.50m Columns Below GL
1.72
12034
20699.2884
JALADHARE08 - Braces
0.2
11771
2354.352
JALADHARE09 - Braceslanding slab
0.13
11036
1434.6839
JALADHARE10 - For Level 3.50 to 6.50m Columns above GL
1.47
12632
18569.8779
JALADHARE11 - Braces
0.2
11889
2377.896
JALADHARE12 - landing slab
0.13
11146
1449.0307
JALADHARE13 - For Level 6.5 to 9.0m Columns above GL
1.23
14258
17538.0042
JALADHARE14 - bottom slab ring beam
0.55
13419
7380.8955
JALADHARE15 - landing slab
0.13
12581
1635.5391
JALADHARE16 - Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridgesupto 3.50 m height. Thegranite trap basaltcrushed graded coarse aggregatesand fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needlevibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Bottom Slab
2.64
12912
34088.076
JALADHARE17 - side Wall
7.35
9468
69596.4885
JALADHARE18 - Top slab
1.65
12912
21305.0475
JALADHARE19 - Ventilator ColumnVentilator slab
0.13
12481
1622.6262
JALADHARE20 - Supplying fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking laping welding joints tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification
2946.06
93
276723.4158
JALADHARE21 - Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top.The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity.
1
6732
6732.6
JALADHARE22 - Providing and fixing MS ladder between landings 45 cms wide using angle iron of specified sizes 20mm MS bars at 25 cms. centre to centre with necessary supports of same angle iron etc. as directed including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh including fixing in ground with CC 124 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with MS angle of 65 x 65 x 8mm
14
4595
64341.9
JALADHARE23 - Ladder inside the container Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm C section for ladder side channel x 25mm dia. flutal pipe for Rungs at 250mm c c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia. G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M15) bed for embedding the ladder bottom complete
3.5
5355
18742.5
JALADHARE24 - Providing and fixing MS inspection door of size 60 cms x 60 cms including MS frame made of 50x50x6mm angle shutters made of 3mm thick MS sheets with hinges locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
1
2247
2247
JALADHARE25 - Supplying and fixing DI CI puddle flanges conforming to IS 71811986 with latest ammendments. in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete. (100mm dia
4
1954
7816.2
JALADHARE26 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS1865 and of grade GGG 40 50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent leak proof with face to face dimensions as per IS 148462000 only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work. (Note TP set should be considered only for DI pipes estimate. For MS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges 100mm dia should be made in the estimate.) For PN10100mm
2
11428
22856.4
JALADHARE27 - SupplingDuctile Iron Push on special confirming to IS 95232000 All Double Socket Duck Foot DI Bends 100mm dia
4
3216
12864.6
JALADHARE28 - Laying and Jointing Cast Iron (CI) double flanged pipes true to line hoisting of DI position and aligning to correct.Plumb including cost of jointing materials conveying to work spot with all lead and lifts complete.For PN 10for double flanged pipes 100mm 100mm dia for inlet overflow outlet washout
46
3160
145383
JALADHARE29 - Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for
1
9856
9856.35
JALADHARE30 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
3000
1
5040
JALADHARE31 - Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs sewe effluent and water treatment plants over head tanks etc. prepared by mixing in the ratio of 52 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI 2123R2010 ie. by reducing permeability of concrete by more than 90percent compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats at 0.70 kg per sqm per coat.Bottom slabSide wall
49.97
454
22718.8605
JALADHARE32 - Providing18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineerincharge. Top Slab outsidewallBottom Slab and walkwayColumnsBracingsLandingsLanding at top
122.48
404
49512.54
JALADHARE33 - Finishing walls with water proofing cement paint of required shade New work (Two coats applied at 4.84 kg 10 m2)to give an even shade after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of EngineerinchargeSame as external plastering
122.48
93
11445.756
JALADHARE34 - Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 124 vibrated post of 150x150mm at bottom and 100x150mm at top placed at 2 Mtrs. intervals for a height of750mm including curing painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows ofGI pipes and RCC post) Over Top slab and for landings
27
1393
37620.45
JALADHARE35 - Construction of RCC valve chambers of size 1.0m x 1.0m 2 Nos 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 and 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. All kinds of soils. Depth upto 1.50 m all kinds of soils
5.4
254
1372.14
JALADHARE36 - Providing and laying in position plain 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 and lifts plywood steel formwork cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 124 using 40 mm aggregate
0.46
6288
2892.687
JALADHARE37 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers well compacted using needle vibrators including all lead and lifts cost of all materials of qualityconfirming to the requirements of relevant IS codes labour struttingplywood steel form work Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content 340 kgs (6.80 bags)).RCC M25 Design Mix with 20mm aggregate for footings rafts and combind footing etc.with smooth finishing the exposed faces in CM 14 12mm thick etc. Bottom slabwalltop slab
1.35
6931
9357.417
JALADHARE38 - Providing Thermo Mechanically Treated bars of grade Fe 500 Steel reinforcement for R.C.C. work including straightening cuttingbending placing in position binding and anchoring to adjacentmembers whereever necessary complete as per Design including costof material labour usage charges complete as per specifications. (Thelaps and wastages shall not be measured separately)
101.26
82
8399.517
JALADHARE39 - Providing and fixing MS inspection door of size 60 cms x 60 cms including MS frame made of 50x50x6mm angle shutters made of 3mm thick MS sheets with hinges locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
2
2216
4433.1
JALADHARE40 - 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.
0.96
279
268.128
JALADHARE41 - Sinking of Borewell 2 Nos of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG and above 1100 CMF and above in all strata including
over burdern upto 20 m. Fixing of casing pipes collars and cap with
necessary cutting threading and welding including transportation of
rig and supporting vehicle crew charges and cost of consumables etc complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes
collars cap etc complete ) (Above 450m of drilling add 10percent for every
50m depth) A) 0 to 50 Mtr
100
370
37000
JALADHARE42 - B) 51 to 100 Mtr
100
464
46400
JALADHARE43 - C) 101 to 150 Mtr
100
493
49300
JALADHARE44 - D) 151 to 200 Mtr
99
572
56628
JALADHARE45 - Supply of ISI mark 175mm nominal boreplain and steel casing pipe
grade of steel Fe 410 of wall thickness conforming to IS 4270 2001 and
latest ammendments electrical resistance welded steel tubes material
and conforming to IS 1387 1993 and manufactured by basic open
hearth electric or basic oxygen process in random length of 5 7m both
ends.threaded conforming to IS 554 1985 one end fixed with socket
conforming to IS 4270 2001 and the other end with screwed pipes all
shall be responsibaly free from defects. The tubes shall be responsible
straight end should be with ISI marking weighing 25.10kg m.prices
include Collar Medium duty
76
1933
146908
JALADHARE46 - Providing and fixing MS casing collars as per IS 1239 (part II) 1982 with
all latest amendments if any for any dia. The thickness of plate used for
covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part II) 1982 with all amendments
2
150
300
JALADHARE47 - Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part II) 1982 with all amendments including cost of material and labour charges for fixing if any etc. complete with all lead and lifts and as directed by the Engineer Incharge
12
164
1968
JALADHARE48 - Providing and commissioning of pump mptor Pro Bw to OHT 50KL Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034 2000;3Phase SS Bowl and Impeller with Low volt Motor as per specifications to work site as per necessary ammendments and instructions of engineer incharge of work. 7.50 HP 90 LPM at 165 m = 16 STG Outlet Dia 2.00"
1
42850
42850.5
JALADHARE49 - Providing Laying and Fixing of GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) ForHeavy
Duty GI Pipe etc. complete. CLASS C (HEAVY) 50mm
190
712
135460.5
JALADHARE50 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendments.1x3x10 SQ.M
215
294
63210
JALADHARE51 - Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778 1984 with ISI Mark and as per its latest amendments.
1
686
686.7
JALADHARE52 - Supply and delivery at site of brand new best make non return valve as per IS 778 1984 with ISI Mark and as per its latest amendments. 80mm dia
1
1837
1837.5
JALADHARE53 - Supply installingtesting and commissioning COMMON control panel consisting of the following INCOMING1 No set of Phase indicating lamps with SFU of suitable rating 1 No Analog Ammeter 1 No Analog Voltmeter 1ni with Phase selector switch Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1 No. DOL of S D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor under voltage over Volage under current over current and dry run protection suitable for the pump described above 1 no Indoor type NOTE 1) DOL Direct Online Starter 2) S D Star Delta Starter etc. complete.
1
16695
16695
JALADHARE54 - Supply and delivery at site best indigenous brand new power capacitor as per IS 2834 1986 with latest amendments with KPTCL authorities and erection electrification and commissioning of the same at the location of respective pump sets.
1
577
577.5
JALADHARE55 - Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228 1978 and its latest amendments and with ISI Mark of 6 10 16 20 25 40 Amps with scalable box
1
1207
1207.5
JALADHARE56 - Labour charges for Erection Electrification and commissioning of Pump sets including aligning and balancing of all items including supply and erection of two pair of supporting clamps bore well caps cable clips and
water tight gland cable protectors bolts nuts valve and gaugestools and equipments etc involved in the job as per specifications with necessary tests as per specifications with testing of as per instructions of engineer incharge of work.
1
6825
6825
JALADHARE57 - Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation bed etccomplete as per specification with testing of as per instructions of engineer incharge
of work.
1
1417
1417.5
JALADHARE58 - Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.
62
141
8788.5
JALADHARE59 - Distribution system Earth work excavation for pipelines cables by Manual means upto 600 mm trench width as per drawing and technical specifications includingsetting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. (Manual Means)
101.3
508
51480.66
JALADHARE60 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights racing using sight rails and boning rods at every 100 mm whevere necessary as directed removal of stumps and other eleterious 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.
33.8
275
9298.38
JALADHARE61 - Providing laying and jointing HDPE pipes of specified grade and conformingto IS4984 2016with latestammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of sandspecialswithelectrofusionwelding givinghydraulictest as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning.The rate is exclusive ofrequired specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc. complete (Contractor will make his own arrangements for procuring water for testing)etc.complete. NOTEUpto110mmdia Coilshallbeused. For HDPEGradePE100 PN6.063mmdia
200
175
35070
JALADHARE62 - 75 mm dia
100
223
22365
JALADHARE63 - 90 mm dia
100
295
29505
JALADHARE64 - 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
135
168
22680
JALADHARE65 - Earth work excavation for pipelines cables by Manual means upto 600 mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work.
202.5
508
102910.5
JALADHARE66 - Rising main Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights racing using sight rails and boning rods at every 100 mm whevere necessary as directed removal of stumps and other eleterious 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.
135
275
37138.5
JALADHARE67 - Providing laying and jointing HDPE pipes of specified grade and conformingto IS4984 2016with latestammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of sandspecialswithelectrofusionwelding givinghydraulictest as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning.The rate is exclusive ofrequired specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc. complete (Contractor will make his own arrangements for procuring water for testing)etc.complete. HDPE Grade PE80 PN8.0.75mm dia
1000
300
300300
JALADHARE68 - 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
337.5
168
56700
JALADHARE69 - Supply and delivery at site of brand new best make non return valve as per IS 778 1984 with ISI Mark and as per its latest amendments. 80mm dia
1
1837
1837.5
JALADHARE70 - Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition conforming to IS 14845 EN 1074 4. Body and bonnet of DI conforming to IS 1865 of grade GGG 40 50 seals are made of approved EPDM SS 304 float guide and
internals. Flange drilling according to IS 1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete
1
27660
27660.15
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