Directorate Of Municipal Administration 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.

Directorate Of Municipal Administration - DMA Tender

Civil And Construction
Pipe Line Project
Opening Date29 Aug 2024
Closing Date6 Sep 2024
Tender Amount₹ 64,99,997.6 
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BOQ Items

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WS04 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 16mm dia., 6 kg/sqcm & class 3

300

648

194670

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WS05 - 110 MM PVC pipe 6 Kg Pressur Rate

500

431

215775

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WS06 - 90 MM PVC pipe 6 Kg Pressur Rate

1200

308

370440

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WS07 - 75 MM PVC pipe 6 Kg Pressur Rate

5500

231

1270500

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WS08 - Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments (PWD Common SR Vol-5 I.No. 10.10.6) 90 mm dia PVC Tee

64

179

11491.2

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WS09 - 75 mm dia PVC Tee

64

122

7862.4

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WS10 - Supply and delivery at site special moulded variety PVC bend as per IS7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 75 mm dia PVC BEND (PWD Common SR Vol-5 I.No. 10.11.6) 90 mm dia PVC Bend

60

409

24570

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WS11 - 75 mm dia PVC Bend

62

257

15949.5

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WS12 - Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 75 mm dia PVC REDUCER (PWD Common SR Vol-5 I.No.10.13.6)

80

109

8736

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WS13 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark For 65 mm dia GM (Copper alloy) Gate valve (PWD Common SR Vol-5 I.No.11.15.7)

50

1962

98122.5

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WS14 - 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) For Heavy Duty GI pipe: (PWD Common SR Vol-5 I.No.11.2.2 and 11.2.6) Medium Duty GI pipe of 20mm dia

600

257

154350

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WS15 - Medium Duty GI pipe of 50mm dia

55

613

33726

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WS16 - Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 75 mm dia PVC SERVICE SADDLES(PWD Common SR Vol-5 I.No.10.12.6 Pg No.119)

600

184

110880

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WS17 - Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: For 20 mm dia GI elbow (PWD Common SR Vol-5 I.No.11.7.2 Pg No.129)

600

103

62370

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WS18 - Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 20 mm dia GI collar: (PWD Common SR Vol-5 I.No.11.6.2 Pg No.129)

600

103

62370

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WS19 - GI Specials 20 mm dia GI Tap

600

80

48000

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WS20 - 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. (PWD SR 2023-24 Vol-3 Pg No.148 I.No.16.27)

75

2686

201521.25

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WS21 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate. vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (PWD SR 2023-24 Vol-3 Pg No.148 I.No.16.27)

75

6692

501952.5

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WS22 - 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (Page no.10 I No.2.1.2 2023-24 SR VOL-1)

1.734

5947

10312.4448

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WS23 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Page no.9 I No.5.4 2023-24 SR VOL-2)

8.1

6708

54338.445

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WS24 - 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 (Page no.10 I No.2.1.6 2023-24 SR VOL-1)

2.66

6558

17445.078

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WS25 - RCC hume pipe Circular pump house: Providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm etc. complete. (Page no.116 I No.10.6 2023-24 SR VOL-5)

3

17221

51663.15

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WS26 - Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge (Page no.116 I No.10.7 2023-24 SR VOL-5)

3

1976

5928.3

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WS27 - Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone 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 direc tions of Engineer-in-charg (Page no.41 I No.8.3.2 2023-24 SR VOL-5)

3.6

349

1258.74

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WS28 - 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, labour complete as per specifications and as per directions of Engineer-in-charge. (Page no.45 I No.8.24 2023-24 SR VOL-2)

29.5

113

3345.3

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WS29 -  Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer byramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (I No.1.10 Page No.7 PWD SR 2021-22 Vol 1)

2250

168

378000

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WS30 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. (PWD SR 2023-24 Vol-3 Pg No.79 I.No.8.55)

1

6154

6154.05



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