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.
Costs
EMD
₹ 13,600Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Tender Id
DMA/2024-25/WS/WORK_INDENT36455Tender No
DMA/2024-25/WS/WORK_INDENT36455Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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code04 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,) collars, cap etc., complete (CSR Water Supply & Sewerage Works Vol-5, P No-139, I No-12.1.3) Borewell depth of 100 to 150 Mtrs
50
507
25389.5
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code05 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,) collars, cap etc., complete (CSR Water Supply & Sewerage Works Vol-5, P No-139, I No-12.1.4) Borewell depth of 150 to 200 Mtrs
5
589
2945.8
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code06 - 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. (CSR Water Supply & Sewerage Works Vol-5, P No-143, I No-12.32)
30
1990
59729.7
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code07 - 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. (CSR Water Supply & Sewerage Works Vol-5, P No-143, I No-12.34)
1
168
168.92
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code08 - Providing, supplying to work site, 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,as per necessary ammendments and instructions of engineer incharge of work. 6.50 HP - 135 LPM @ 110 m = 12 STG Outlet Dia - 2.00" (CSR Water Supply & Sewerage Works Vol-5, P No-152, I No- 13.14.5)
1
33588
33588.3
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code09 - 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 pecifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work, (CSR Water Supply & Sewerage Works Vol-5, P No-156, I No- 13.32)
1
6695
6695
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code10 - 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 of 50mm dia (CSR Water Supply & Sewerage Works Vol-5, P No-127, I No- 11.2.6)
72
601
43309.44
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code11 - Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any, For 50 mm dia GI collar (CSR Water Supply & Sewerage Works Vol-5, P No-129, I No-11.6.6)
17
275
4675.17
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code12 - 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. 1x3x6 Sqm. (CSR Water Supply & Sewerage Works Vol-5, P No-154, I No- 13.22.4)
92
190
17530.6
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code13 - Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for, For 50 mm dia GI elbow (CSR Water Supply & Sewerage Works Vol-5, P No-129, I No-11.7.6)
3
275
825.03
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code14 - 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 (CSR Water Supply & Sewerage Works Vol-5, P No-154, I No-13.25.1)
1
1287
1287.5
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code15 - Earth work excavation for cables by Manual means upto 600 mm 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 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m, (CSR PWD Vol-1, P No-6, I No-1.6.1)
2.7
498
1346.004
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code16 - 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 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) PVC pipes 50mm dia., 6 kg/sqcm & class 5, (CSR Water Supply & Sewerage Works Vol-5, P No-113, I No- 10.1.3)
8
104
832.24
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code17 - 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975, 10 Sqmm, 4 Core, (10 GI Strips - 4 x 0.8 mm), (CSR ESCOMs SR 2023-24, P No-13, NO-32.03)
0.02
121544
2430.8824
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code18 - Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff, (CSR ESCOMs SR 2023-24, P No-52, NO-21.05)
0.02
21512
430.2516
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code19 - 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 of 32mm dia (CSR Water Supply & Sewerage Works Vol-5, P No-127, I No-11.2.4)
4
392
1569.72
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code20 - Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable, Up to 4C x 50 Sqmm, (CSR ESCOMs SR 2023-24, P No-15, NO-35.01)
1
333
333.72
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code21 - Earth work excavation for Pipe Line/Cable by Manual means upto 600 mm 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 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m, (CSR PWD Vol-1, P No-6, I No-1.6.1)
0.35
498
174.482
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code22 - 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 (CSR PWD Vol-1, P No-15, I No-2.1.2)
0.069
5833
402.54048
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code23 - 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 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) PVC pipes 50mm dia., 6 kg/sqcm & class 5, (CSR Water Supply & Sewerage Works Vol-5, P No-113, I No- 10.1.3)
3
104
312.09
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code24 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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. (CSR PWD Vol-2, P No-17, I No-6.32)
2.4
1349
3238.32
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code25 - Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm. (CSR PWD Ele SR 2-23-24, P No-20, NO-5.41.1)
5
314
1570.75
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code26 - 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 (CSR PWD Vol-1, P No-15, I No-2.1.6)
0.081
6430
520.85349
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code27 - 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. (CSR PWD Vol-2, P No-42, I No-8.8)
3.02
382
1154.0326
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code28 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and inluding 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 (CSR PWD Vol-2, P No-45, I No-8.25)
3.0149
141
425.432539
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code29 - Fabricating, Supplying and mounting MS Box Made out ….. SWG Suitable for Floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arreangement, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete 16 SWG (CSR PWD Ele SR 2-23-24, P No-20, NO- 5.42.2)
23000
-
10120
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code30 - Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using apered inverted wooden plugs screws, 20"x20"x2.5", (CSR PWD Ele SR 2-23-24, P No-14, I No-5.6.6)
1
335
335.91
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code31 - 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 Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter, 6 to 15 HP pumps (CSR Water Supply & Sewerage Works Vol-5, P No-155, I No-13.24.3)
1
18025
18025
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code32 - Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.63 Amps, (CSR PWD Ele SR 2-23-24, P No-14, I No- 5.7.3)
6
413
2478.18
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code33 - Supplying and fixing Miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32A TPN, (CSR PWD Ele SR 2-23-24, P No-17, I No- 5.18.7)
1
1768
1768.51
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code34 - Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter, (CSR PWD Ele SR 2-23-24, P No-19, I No-5.31)
1
4521
4521.7
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code35 - 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 stablished 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. (CSR Water Supply & Sewerage Works Vol-5, P No-157, I No-13.39)
1
3862
3862.5
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code36 - Earth work excavation for Pipe Line by Manual means upto 600 mm 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 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m, (CSR PWD Vol-1, P No-6, I No-1.6.1)
27
498
13460.04
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code37 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m, (CSR PWD Vol-1, P No-10, I No-1.17.1)
180
269
48574.8
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code38 - 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 nloading 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. Note: Upto 110mm dia Coil shall be used. HDPE Grade PE100-PN8.0, 75mm dia (CSR Water Supply & Sewerage Works Vol-5, P No-102, I No- 9.11.2)
300
252
75705
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code39 - Providing & Fixing Electro Fusion Saddle comply with BS EN12201 -3:2011, PN-12.5 rating and food grade raw material as per BS 6920 with material of construction PE 80 or PE 100 and colour of fitting - Blue/Black for water applications, EF tapping saddle is V-Regarding type. Designed to fuse at a fusion voltage of 40 volt AC. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet. EF tapping saddle is fused by using a top loading piller type pressure exerting 1500N (150 kg apprx.) top load on EF saddle. Fusion time is 170 secs and cooling time is 10mins, Exerted pressure shoud be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20 etc. complete.. (CSR Water Supply & Sewerage Works Vol-5, P No-110, I No- 9.24.1)
35
360
12617.5
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code40 - MDPE Pipe Grade PE80 6kg/cm2, 5.40 mm Thick, , (CSR Water Supply & Sewerage Works Vol-5, 2021-22, P No-31, I No-1085)
125
96
12102.5
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code41 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (CSR Water Supply & Sewerage Works Vol-5, P No-108, I No- 9.17.28, 9.17.38, 9.17.40, 9.17.41 & 9.17.45)
16
184
2949.92
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code42 - 75x63 MM ELECTRO FUSION REDUCER
2
289
578.86
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code43 - 3 M.S flange
12
206
2472
... More
code44 - 90 MN HDPE LNC
6
124
747.78
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code45 - 75 MM COMPRESSION MTA
2
371
743.66
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code46 - 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 inimum 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. For Suilce Valve of PN -10.0 and 100mm (CSR Water Supply & Sewerage Works Vol-5, P No-22, I No-2.23.3)
2
11210
22421.04
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code47 - 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. (CSR PWD Vol-1, P No-7, I No-1.9)
180
273
49316.4
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