Directorate Of Municipal Administration 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.

Directorate Of Municipal Administration - DMA Tender

Works
Civil And Construction
Excavation
Opening Date20 Dec 2024
Closing Date4 Jan 2025
Tender Amount₹ 3,19,99,999.98 
Notes
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Vol - 5, P No. 139, I No. 12.1.2. - Borewell depth of 50 to 100 Mtrs CSR 2023 - 24, water supply & sewerage

590

487

287448

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Vol - 5, P No. 139, I No. 12.2.1. - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50 Mtrs

3060

324

992817

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Vol - 5, P No. 139, I No. 12.2.2. - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50 Mtrs Above 50 to 100 M depth

2420

406

983367

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Vol - 5, P No. 143, I No. 12.32. - Supply of ISI mark 175mm nominal bore,plain 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.

940

2029

1907871

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Vol - 5, P No. 143, I No. 12.33 - 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 CSR 2023 - 24, water supply & sewerage

150

157

23625

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Vol - 5, P No. 143, I No. 12.34 - Providing and laying at site of work MS casing caps 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 including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge

16

172

2755.2

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Vol - 5, P No. 113, I No. 10.1.8. - Supply of 140mm dia OD PVC casing pipe - 6 kg/sqcm (class-3) with coller confirming to relevent ISS with all lead & lift as per directions of Engineer in-charge.

1860

613

1140552

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Vol - 5, P No. 113, I No. 10.1.10. - Supply of 200 mm dia OD PVC casing pipe - 6 Kg/Sqcm ( Class 3 ) with collar confirming to relevant ISS, with all lead & lift as per directions of Engineer-in-charge.

912

1170

1067724

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Market Rate - Supply & fixing of PVC cap suitable for 140/150 mm dia OD PVC casing pipe with collar confirming to relevant ISS, with all lead & lift as per directions of Engineer in-charge. Market Rate

62

262

16275

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Vol - 5, P No. 149 & 150, I No. 13.6.2 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc., complete. . 1 HP / 10 stages

4

14605

58422

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Vol - 5, P No. 149 & 150, I No. 13.6.3 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc., complete. 1 HP / 12 stages

8

15241

121934.4

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ol - 5, P No. 149 & 150, I No. 13.6.4 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc., complete. V 1 HP / 13 stages

19

15876

301644

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Vol - 5, P No. 149 & 150, I No. 13.7.5 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc., complete. 1.5 HP / 15 stages

26

17787

462462

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Vol - 5, P No. 149 & 150, I No. 13.7.7 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc., complete. 1.5 HP / 20 stages

4

19128

76515.6

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Vol - 5, P No. 151, I No. 13.11. 4 - Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete 3.00 HP - 120 LPM @ 55m = 9 STG Outlet Dia - 2.00" i

8

27958

223666.8

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Vol - 5, P No. 151, I No. 13.13.3 - Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 5.00 HP - 155 LPM @ 70 m = 10 STG Outlet Dia - 2.00" i

8

28980

231840

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Vol - 5 P No. 154, I No. 13.22.2. - 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, 1x3x2.5 Sqmm

5500

89

490875

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Vol - 5 P No. 154, I No. 13.25.1. - Supply and delivery at site of brand new new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments,

77

1312

101062.5

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Vol - 5 P No. 154 & 155, I No. 13.24.1 - Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 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 & dry run protection suitable for the pump described above 1 no outdoor type NOTE: 1) DOL- Direct Online Starter, . for outdoor Upto 3 HP pumps

61

7875

480375

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Vol - 5 P No. 154 & 155, I No. 13.24.2 - Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 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 & dry run protection suitable for the pump described above 1 no outdoor type NOTE: 1) DOL- Direct Online Starter, 3 to 6 HP pumps

16

11025

176400

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Vol - 5 P No. 155, I No. 13.25. - 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,

94

577

54285

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Vol - 5 P No. 155, I No. 13.26. - 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.

77

1207

92977.5

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Vol - 5 P No. 155, I No. 13.30. - Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark,

77

4725

363825

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Vol - 5 P No. 156, I No. 13.32. - 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 gauges,tools 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.

77

6825

525525

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Vol - 5 P No. 156, I No. 13.34. - Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work.

77

1522

117232.5

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Vol - 5 P No. 156, I No. 13.35.3. - Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. 3.5x 10 sqmm.

77

204

15765.75

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Vol - 5 P No. 156, I No. 13.36. - 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.

2160

141

306180

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Vol - 5 P No. 156, I No. 13.37. - Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.

462

89

41233.5

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Vol - 5 P No. 156, I No. 13.38.2 - Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3.5x10 Sqm

462

472

218295

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Vol - 5 P No. 157, I No. 13.39. - Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.

77

3937

303187.5

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MR02 - Supply, delivery of HDPE pipe Grade PE-100, PN-8, 40 mm dia OD with all lead & lift as per directions of Engineer in-charge. Market Rate

3660

94

345870

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Vol - 5 P No. 155, I No. 13.27.1 - Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with Protevtivate cover 50 mm

1320

3202

4227300

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Vol - 5 P No. 155, I No. 13.31. - Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets.

3660

42

153720

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Vol - 1, P No. 5, I No. 1.2 - Fixing of 2000 ltrs capacity HDPE tank, fixing over M.S. stands Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50m and lift upto 1.5m including cost of labour, tools, usage & other appurtenances required to complete the work. For 40mm dia HDPE Pipe trench with all lead & lift as per directions of Engineer in-charge.

699

603

422021.25

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Vol - 5 P No. 127, I No. 11.2.5. - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 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. Midium Duty GI pipe of 40 mm dia.

462

512

236728.8

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Vol- 2, P No. 86, I No. 11.34B - Providing and fixing M.S. grills of required pattern in frames of windows etc., with M.S. flats, square or round bars etc., including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc., with all lead & lift as per directions of Engineer in-charge.

21677

192

4165235.55

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Vol- 2, P No. 48, I No. 8.37 - Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two coats) including a coat of approved steel primer but excluding a coat of mordant solution including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge with all lead & lift etc., complete.

1270.5

137

174757.275

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Vol - 1, P No. 15, I No. 2.1.4 - 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 150mm thickness, well compacted using plate vibrators, including all lead & lifts, 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 & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20mm nominal size graded crushed coarse aggregates with all lead & lift as per directions of Engineer in-charge.

51.16

6527

333964.806

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Vol - 2, P No.13, I No.6.4 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work with all lead & lift as per directions of Engineer in-charge. ,

12.7

9094

115494.435

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Vol - 2, P No.41, I No.8.1.2 - Providing 12mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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 Engineer-in-charge with all lead & lift as per directions of Engineer in-charge.

188.74

253

47760.657

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Vol - 2, P No. 123, I No. 13.34 - Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (For 2000 Ltr, capacity) as per the directions of Engineer in-charge.,

154000

9

1455300

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Vol - 5 P No. 127, I No. 11.2.4. - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 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) - Medium Duty GI pipe: 32mm with all lead & lift as per directions of Engineer in-charge.

462

400

184823.1

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Vol - 5 P No. 127, I No. 11.2.2. - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 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) - Medium Duty GI pipe : 20mm with all lead & lift as per directions of Engineer in-charge.

231

257

59424.75

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Vol - 2, P No. 118, I No. 13.6.2.1 - Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm dia.

61

849

51816.45

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Vol - 5 P No. 154, I No. 13.25.1. - 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 Size 50 mm

16

1312

21000

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Volume - 2, P No. 120, I No. 13.18.2. - Providing and fixing PTMT stop cock of approved quality and colour. 20 mm nominal bore, 89 mm long, weighing not less than 88 g. PWD SR 2023-24,

160

151

24192

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Vol - 5 P No. 129, I No. 11.7.4. - Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: For 32mm dia GI elbow.

231

168

38808

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Vol.5 P No. 129, I No. 11.7.2. - Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: For 20mm dia GI elbow

308

103

32016.6

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Vol.5 P No. 129, I No. 11.7.2. - Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any.. For 20mm dia GI TEE

154

112

17301.9

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Vol - 5 P No. 132, I No. 11.14.2. - Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any 20mm dia GI hexagonal nipple

385

103

40020.75

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vol-5 P No. 129, I No. 11.6.2. - Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 20mm dia GI collar

77

103

8004.15

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Vol - 5, P No. 48, I No. 3.3 - Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner

138.6

1214

168378.21

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Vol - 1, P No. 6, I No. 1.6 - Earth work excavation for pipelines/cables by Manual means upto 600mm 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 & stacking the selected earth for reuse in a radius of 50m Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc., in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5m including cost of labour, tools, usage & other appurtenances required to complete the work with all lead & lift as per directions of Engineer in-charge. For pipeline trench

770

508

391314

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MR03 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments 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 pipes and specials with electrofusion welding, giving hydraulic test 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 of required 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., 32mm dia with all lead & lift as per directions of Engineer in-charge. Market Rate

3200

70

225792

... More
Vol - 5, P No. 35, I No. 2.61. - Providing and constructing stand post 1.22m x 1.22m size for public fountain with R.C.C. post of size 1.22m x 0.38m x 0.10m with top rounded and R.C.C. curb slab of size 1.22m x 0.30m x 0.05m in CC 1:2:4 proportion with 20mm and down size granite jelly with nominal reinforcement as per design, plastered with CM 1:4, 20mm thick to the exposed faces with pot rest slab of size 0.45m x 0.30m x 0.20m in CC 1:2:4 proportion 10 cms thick and smooth finishing with CM 1:4 to the exposed faces with necessary fom work centering, machine mixing, tamping, curing as per specifications including cost of steel and necessary earth work excavation and disposing off the excavated earth as directed with all lead and lift with appurtenances., complete with all lead & lift as per directions of Engineer in-charge.

154

5490

845529.3

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Vol - 1, P No. 7, I No. 1.10 - 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 50m and lift upto 1.5m including cost of all labour complete as per specifications with all lead & lift as per directions of Engineer in-charge.

1178

168

197904



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