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
Water Storage And Supply
Opening Date5 Mar 2025
Closing Soon13 Mar 2025
Tender Amount₹ 14,53,000
Costs
EMD
₹ 36,325Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
DMA/2024-25/WS/WORK_INDENT36960Tender No
DMA/2024-25/WS/WORK_INDENT36960Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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003(1) - Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. A105B
0.84
1135
953.9712
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004 - 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 lround 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.Note: Upto 110mm dia Coil shall be used. For Grade PE 100 PN10.0 :90MM
480
314
151065.6
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004(2) - 110MM
185
461
85366.4
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004(3) - 160MM
250
919
229880
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005 - Providing and laying Ductile Iron pipes of class conforming to IS8329:2000 with latest amendments, conveying to work site, rolling andlowering into trenches, laying true to line, level and perfect linking atjoints, testing and commissioning, including loading and unloading atboth destinations, cutting of pipes wherever necessary, jointing with DIspecials (excluding cost of specials) and rubber gaskets, cleaning thesocket and spigot end with soap solution, applying soft soap to the socketand spigot ends before insertion of rubber gaskets, jacking and fixingin perfect conditions etc. The cost to include soap solution, soft soap,waste etc. and giving necessary hydraulic test to the required pressureas per ISS with all lead and lifts and cost of all jointing materials. (Thecontractor will make his own arrangements for water for testing. Earthwork excavation in trenches to be measured and paid for seperately)Note: In sewerage projects for internal cement mortal lining ( CML ) ofDI pipes, if High Alumina Cement ( HAC ) as recommended in AnnexureB clause 16.3 of IS8329:2000 is considered in place of Slag or SulphateResistance Cement ( SRC ), the cost of pipes may be increased by 5-6%from the prices listed. For DI K7 pipes: 150MM Dia
6
2257
13547.52
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005(1) - 200MM Dia
5
2885
14425.6
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005(2) - 250MM Dia
7
3516
24617.6
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006 - Providing & fixing Mechanical joints to cast iron pipes or Ductile ironpipes including cost of rubber gaskets and testing of joints. mechanicaljoints items will be supplied by the department. (contractor will makehis own arrangements for procuring water fortesting) for etc. complete
4
395
1581.44
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006(1) - 200MM Dia
5
676
3382.4
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006(2) - 250MM Dia
7
1991
13939.52
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007 - Labour charges for laying & jointing of DI pipes of all classes rollingand lowering into trenches, laying true to line, level and perfect linkingat joints and commissioning, including loading and unloading at bothdestinations and cuts of pipes wherever necessary including jointingof DI pipes and specials (excluding cost of pipes,rubber gasket andspecials) with rubber gaskets including cleaning the sockets and spigotends with saop solutions and applying soft soap to the spigot and socketend before insertion of rubber gaskets, jointing and fixing in perfectconditions including the cost of soap solution, soft soap, waste etc. andgiving necessary hydraulic test to the required pressure as per ISS etc.with all leads and lifts (Earth work excavation in trenches,conveyingof materials from stores to be measured and paid for separately)(Contractor will make his ownarrangementsfor procuring water fortesting) etc 150MM Dia
10
115
1153.6
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007(1) - 200MM Dia
10
168
1680
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007(2) - 250MM Dia
10
292
2923.2
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008 - Providing and installation of Class SN8 Double Wall Corrugated HDPESpecials outer wall corrugated and inner wall smooth piping systemin accordance with IS 16098 part 2 and conveying to work site andlowering into trenches, laying true to line and level and perfect linkingat joints with the help of two "O" rings and a coupler of suitable size,including loading and unloading at both destination and cutting of pipeswhere ever necessary including jointing with all labour, all lead and liftincluding encasing the Specials around to a depth of not less than 15cm with screened soft soil available from the excavated soil. The testingcommissioning including necessary hydraulic test to the requiredpressure as per ISS shall be done the contractor shall have to make hisown arrangement for procuring water for testing etc 100 ID HDPE COUPLER - fitting for 100mm dia pipes
70
146
10270.4
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008(1) - 135 ID HDPE COUPLER - fitting for 135mm dia pipes
45
239
10785.6
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008(2) - 170 ID HDPE COUPLER - fitting for 170mm dia pipes
51
274
13994.4
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009 - Providing and fixing of Extension spindle rods,PN 10 /16 suitable forGate valve of following dia for open and closing application, ExtensionSpindle lengths shall be available on required sizes as per site conditions,spindle shall be of fixed type, suitable size of MS Square bar epoxy coated,bottom adaptor & Spindle cap (epoxy coated /galvanised) ductile iron grade of EN1563 EN-EJS-400-15 / IS1865 Spheroidal Graphite IronGr40. Protection tube of PVC, Top and Bottom cover / Bottom Connectorshall be made by PVC, Bolt shall be made by Zinc coated steel 8.8 Splitpin shall be made by Electro galvanized, this set up should help to havea buried application of Gate Valves etc. complete as per the directionsof the Engineer-in-Charge 50 - 150mm dia
8
5333
42667.52
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010 - Supply and delivery at site wrought middle steel (galvanized) GI backnut/ check nut confirming to IS 1239-II, 1991 with latest amendments if any.For 100 mm dia GI Back nut/ check nut
18
884
15926.4
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010(1) - For 125 mm dia GI Back nut/ check nut
13
926
12041.12
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010(2) - For 150 mm dia GI Back nut/ check nut
9
966
8699.04
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010(3) - For 80 mm dia GI Back nut/ check nut
22
474
10447.36
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011 - Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990with latest amendments complete with GI fittings (excluding the costof fittings) with cuts and threads wherever necessary, including testingfor water tightness, with all lead and commissioning. (contractor willmake his own arrangements for procuring water for testing) For:HeavyDuty GI Pipe etc.complete 11.1 PG NUMER 127 65 mm Dia
16
934
14945.28
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011(1) - 80 MM Dia
50
1130
56504
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011(2) - 100 Mm Dia
15
1581
23721.6
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012 - Rewinding of submersible pumpset with copper winding wires ofappropriate guage, as per specifications and / or directions of thedepartmental officials, including all materials, labour, equipment andtesting. for all types of submersible pumpsets etc.(withguarantee periodnot less than 6 months) for For all types of submersible pumpsets above 3 HP and upto 5.0 H.P
5
3286
16430.4
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012(1) - For all types of submersible pumpsets above 9.5 HP and upto 10 H.P
5
5313
26566.4
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013 - Manufacturing, providing, trasporting, rolling, lowering, laying,jointing and commissioning of ERW (Electric Resistance Welded)/SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade)conforming to IS 3589-2001 with latest amendments, including perfectinking and welding of joints to correct position, cost of the pipes,conveyance, lead, lift charges, cost of all labour and giving satisfactory
hydraulic test as per IS 3589-2001 with latest amendments for testpressure and working pressure both at factory and site etc. completeas per detailed specifications inside with CM 1:1.5 lining of minimum
10mm thick for pipes upto 610mm OD and with minimum 12mm thickbeyond 610mm OD and out side with minimum 25mm thick coating inCM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading andunloading of pipes for the following diameters and specified thickness ofplate as noted below, including bailing out of water wherever necessary.Contractor will make his own arrangements for procuring water fortesting). For MS Pipes of 219mm dia Pipe of 219mm dia 8.2mm thick
15
5790
86856
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014 - Road Reinstatement of Asphalt /Concrete roads after leak attendingwith earth work excavation of compacted soil depositing on bank withall lead and lifts including danger lighting and barricading. Providing,laying, spreading and compacting graded stones aggregate as per wetmix macadam specifications. Applying tack coat on granular base suchas WBM and WMM surface hot bitumen primer at 4 kg per 10 sqm,heating bitumen in layer to be laid with boiler fitted with spray set of300 mm thickness. Above laid with bituminous concrete or M20 concretepremixed with bituminous binder at 5.4 to 5.6% of mix and filler, toachieve the desired compaction to give minimum of 45mm thicknesscompacted. The work shall be carried as per leak repair manual and includes all kinds of materials disposing off the excess excavated Earthwith all lead and lifts by vehicle including loading, unloading, labour,HOM of machinery etc
9.38
1892
17754.464
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015 - Refilling available earth around trenches/pipelines, cables in layers notexceeding 20 cms in depth, compacting each deposited layer by ramming afterwatering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labourcomplete as per specifications
314.33
179
56327.936
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