Urban Development Authority 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.

Urban Development Authority Tender

Civil And Construction
Civil Works Others
Opening Date12 Mar 2024
Closing Date27 Mar 2024
Tender Amount₹ 21,14,359.17 
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2.12 - 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. Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification.

0.51

77398

39473.3115

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1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

3.38

279

944.034

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4.5.1 - Fabrication,Supplying,Erection,Testing and Commissioning of. ms longPolygon high mast with Single/Multiple telescopic sections having,(minimum overlap distance of 1.5 timesof top section) thickness as per BSEN10025 grades 355JO/ASTMA572-50 steel sheet plate for shaft suitable to withstand wind velocity of 47m/s as per IS875 part 3 (as per GA Drawing).Baseplate as per IS2062/ASTMA572-50.Themastshallbe Galvanizedinsingle Hotdip as per BSENISO1461/ASTMA123 with an average 70microns as per IS 2629,and welded as per BS5135 Single L Seam joint The mast shall have 2 Way head frame with diecas tLM-6pulleys, stainless steel axle,Phosphorus Bronze bearing bush press-fitted with separate guides for 2runs of 5mm dia, stainless steel wire rope of AISI304 grade7/19-core, (Factor of Safety as per TR no-7). 2.5mm 2EPR insulated PCP sheathed trailing power cable housedinside the bottom shaft of mast with door having locking arrangement The mast shall have manual/ powertool (Suitable reversible geared motor operating on 230/415V,50Hz, shall be provide above15Mtrmast) The mast shall have lantern of 2segments, suitable dia with maxload carrying capacity as per IS 1239. Themast shall be erected on existing RCCfooting.The mast shall be supplied with 3 mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover andGLS type aviation twin lA fitting with wiring complete. (excluding foundation) as per technical data-12 m/12.5 m - Top 100 mm and Bottom 310 mm dia

1

134930

134930

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11.8.8 - Supply of LED Streetlight with pressure die cast aluminum housing body with optimal heat sink for better thermal dissipition. Diffuser wiyh injection moulded is made of polycarbonate material with high transmmission index, delivering superriour light out put, Rated life burning hrs. 50000hr. Lumen mantaince of 70. CCT 5500K,IP66 optical and electrical compartment & impact resistence of complete luminaire IK. Power factor 0.9 with mains current should not be greator than 0.1A to 0.7A surge protuction -mini 4KV alongwith ower voltage/overload, short circuit/miswiring protection. compatible for pole mounting with outer dia of 40mm to 50mm. universal voltage driverto operate wide voltage range from 100V to 270V 50/60Hz application. over load short circuit protection ensure reliable operation in spite of problem in output side. complaince to IS 10322/IEC 60598, LM 79 LM 80 Adherence with RoHS. UL. approved MCPCB. top acccess street light with single screw to ensure ease of maintaince at sight site location with minimized minimal tools. LED light fixture with.w system power consumption. LED Efficiency 130lm at 1W & fixture efficiency 80lm/w wiyh niminal CRI 75. housingwith supplier word mark /name shall be engraved / Embossing on die cast housing / body part. Luminaire manufacture should have in-house facility accredited by NABL/CPRI any Government certfied agency design & development facility certifed by ISO 9001 2008. warranty of five years against any manufacturing defect working under standard electrical conditions asd mantioned above should be given by LED manufacturer Cree/Nichia/Lumileds/Osram make LED Source-LED Streetlight 200 W

7

19611

137278.4

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5.14.4 - Supply and fixing of 4 pole power contactor with NO/NC contacts on existing wood panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS 13947.50A

2

8121

16243.1

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5.15.2 - Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts,necessary phase separators,handle and wiring complete.Protection of Overload and Short circuit with adjustable thermal magnetic release,Microprocessor release shall have Earth Fault as perIS/IEC60947-2.(Icu=100%lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/OverLoad. For Microprocessor MCCBS Facility for segregating Priority and Non Priority loads must be available in the MCCB.MCCB shall beprovided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open).Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism 125 A 25 kA

2

8855

17711.88

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5.41.2 - Supplying and Fixing angle iron frame size 50mm x 50mm x 6mm work fabricated out of MS Angle Iron and MS flat with bolts washer etc., and painted with two coats of red-oxide and then two coats approved paint.

4

406

1627.4

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5.39 - Supplying, fixing and wiring Automatic powe factor controller fully static units controlled by 14 stage microprocessor operation, relays LED display self programming function for power stges and operating logic checking facility for healthy and efficient of each individual capacit5or bank measurement ofnetwork harmonics with indication whenlimit values are exceeded, C omprehensive displays withlarge, three place LED display Long term memory for settings, protection for over volrage, poer factor correction fault and no voltage to connect / disconnect banks with automatic recognition or with standard programs.

4

22289

89156.8

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5.44.4 - Supply and Installation / fixing / provision of outdoor type Thermoplastic moduler panel enclosure with transparent polycarbonate lid, shook proof IP65 ( weather proof ), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on boath lid and flap suitble to fix single phase / three phase Energy meter in suitable base plate and having a pravision for fuse /MCB cutout with suitble transprent hinged flap opening for operation MCB along with complete tamper proof SEALING facility-600 mm x 600 mm x 170 mm.

6

14955

89733.6

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5.48 - Supplying and fixing Microprocesser Based Astronomical timer switch with using necessary bolts, nuts and washers.

6

4988

29929.74

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1.1.4 - Open conduit system supplying heavy guage PVC conduite pipe 40mm dia 2.5mm thick confirming to IS 2509 with suitalb size bends , junction boxes adhesive paste etc and fixing using inverted wood plugs in case of RCC ceiling and RCc wall / stone structrue or rawl plugs in case of brick wall adn cement plastering the damaged portion using heavy guage saddles at an interval of 700mm using NF screws

20

153

3068.2

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12.57 - supplying, fixing wiring, earth electrodce for grounding of lift, Supplying fixing and wiring earth electrode for grounding of lifts, transformers DG sets etc.using 40mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber.The connection from the electrode is to be established through GI strip using GI bolts and nuts.

1

4383

4383.68

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6.4.1 - supplying of 1.1 kv , LT UG, cable having alluminium conductor PVC insulted, extruded inner sheated, galvanised , steel strip ( except 2cX 10 sq. mm wire armoured) conferming to IS-3975: 1990(No of strip indicated in GTP) & extruded PVC outer sheathed armoured cable with specified IS-1554 part-1:1998 & conferming to GTP of GROUP-A

20

97

1957

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6.5.1 - Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stone were pipe/on wall/ on pole as required.

20

12

244.8

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6.6.2 - Digging of trench of 0.6m deep x 0.50 m wide refilling the trench to the required ground level and consolidating etc complete as per civil SR KSRB I-2, P-7) insoll ( Hard)

20

105

2101.2

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3.1 - Providing M-Sand : Supplying and filling in plinth, foundations / UG cable work with approved M-sand including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer- in-charge of works as per the standard procedure

20

103

2060

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6.10.1 - supplying and fixing L.T. cast iron pot heads suitbles for 1.1 K.V class UG cable filled with necessry bitumen / insulating compound complete with terminals, clamps, bolts, nuts and washer etc.,

6

267

1606.8

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1.1 - Electrification and service wire and deposit charges

1

13000

13000

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1.2 - Cast Iron Powder Coating Garden Bench, Capacity 3 Seater(Gem Rates)

15

8000

120000

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2.11.2a - 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 Brick / Tile work / rubble masonry / pitching / etc by mechanical means By Mechanical means

12.1

189

2286.9

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1.4.1 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m

4.77

254

1212.057

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2.1.1 - 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 & 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. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates

0.8

5604

4483.92

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5.4 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

3.6

6708

24150.42

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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 150 mm 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.

4.42

6527

28853.097

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6.33 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part -I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications

0.48

1292

620.424

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8.8 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) 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 Engineer-in-charge.

74.66

389

29083.803

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8.25 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 Engineer-in-charge.

226.8

110

25004.7

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11.34a - 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 steel windows by welding

1127.7

176

198926.28

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8.33.3 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture 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.

103.5

145

15105.825

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1.4.1 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.

102.1

254

25943.61

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1.8 - Construction of Embankment by excavating the available approved Gravel /Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.

255.26

425

108585.0514

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4.17 - 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-Wet Mix Macadam (Plant Mix Method)

16.8

2686

45140.76

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8.1b - Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409-PCC M20 grade for kerb Cast in Situ

220

278

61215

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6.8.1 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)

165

1121

185031

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8.41 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 Engineer-in-charge

32

175

5611.2

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10.16 - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones /Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately)

75

508

38115

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10.17 - Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)

100

36

3675

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1.4.1 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.

19.52

254

4960.032

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1.23 - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.

4.34

2816

12221.874

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1.1.4 - 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.

4.87

5947

28962.864

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1.4.1 - Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2021-22, Sl. No.2, P.No.115 - FOR PCC.

4.87

283

1379.184

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5.3 - Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).

15.19

6515

98966.6475

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2.1.4 - 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.

1.01

6527

6593.1285

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1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

13.05

279

3644.865

... More
21.10 - Providing ruled pointing to coursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as per specification.

13.5

313

4238.325

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8.24 - Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat 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,labourcomplete as per specifications and as per directions of Engineer-in-charge

31.93

113

3620.862

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10.1.1 - Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels rea of the slab upto 0.50 m2

3.71

4206

15605.373

... More
10.18 - Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete

38.93

3526

137304.1635

... More
11.16.2 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

1190.57

154

183764.4795

... More
7.37.2 - Providing and fixing Mangalore tile roofing using first class tiles with necessary special tiles for ridges and hips, wood reepers and pointed with cement mortar 1:4 over the existing rafters including cost of materials, labour, curing complete as per specifications-Jungle wood reepers of size 50*25mm

79.12

706

55925.972

... More
8.33.2 - Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

261.64

144

37911.636



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