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 Date9 Sep 2024
Tender Amount₹ 4,85,903.98
Costs
EMD
₹ 7,200Document Cost
Refer DocumentsTender Fee
₹ 500
Summary
Providing And Laying Pipe Line Works In Ward No 3 25 1 21 And 6 At Anekal Tmc Limit(reserved For Sc)
Description
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Contact
Tender Id
DMA/2024-25/WS/WORK_INDENT28216Bid Award Id
ViewTender No
DMA/2024-25/WS/WORK_INDENT28216Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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C04 - Providing 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 approvedtype, 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 makehis own arrangements for procuring water for testing) etc. complete For (PWD SR 2023-24 Vol:5 I.NO.10.1) 6 kg/sqcm & class 3 (PWD SR 2023-24 Vol:5 I.NO.10.1.4 P.No:113)90mmdia
465
302
140811.3
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C05 - PVC ringtite pipes 75mm dia
158
226
35802.8
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C06 - 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 (PWD SR 2023-24 Vol:1 I.NO.1.10 P.No:7)
252.33
164
41583.984
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C07 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 100% leak proof with face to face dimensions as per IS 14846-2000 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 & 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 should be made in the estimate.) For PN-10:For Suilce Valve of PN -10.0 and (PG NO 22 IT NO 2.23.2 & 2.23.1 VOL-V PWD SR 2023-24) 80mm dia
7
10704
74933.53
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C08 - SLUICE VALVE 50mm dia
2
5701
11402.1
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C09 - 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 P No -26 ; SI NO-4.17)
7.49
2635
19741.9173
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C10 - Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m 3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) (PWD SR 2023-24 Vol:3 P.NO.51 I.No: 6.6)
7.49
6977
52259.3778
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