Directorate Of Municipal Administration 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.
Costs
EMD
₹ 1,08,438Document Cost
Refer DocumentsTender Fee
₹ 1,640
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT30690Bid Award Id
ViewTender No
DMA/2024-25/OW/WORK_INDENT30690Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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2.4.2 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, rrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paidseparately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR-23-24-Vol-1 page-no-16 I.no-2.4.2
65.624
6512
427388.76856
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page-no-111 I.no-3 - Add 5% Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3: 2) Foundation , sub structure of cross Drainages CSR-23-24-Vol-1 page-no-111 I.no-3
65.6506
325
21377.804878
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2.11 - Supplying, Fitting and Placing TMT Fe 550 & aboveReinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and TechnicalSpecifications CSR-23-24-Vol-1 page-no-18 I.no-2.11
4.913
92140
452687.30823
... More
8.41 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Page no 56 item no 8.10 Painting Two Coats on New Concrete Surfaces CSR-23-24Vol2 pageno48 I.no8.41
244.8
172
42108.048
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6.7 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. CSR-23-24, VOL-2, pg no:13 I-NO-6.7
1.38
8457
11671.1154
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5.1.1 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR 2023-24, VOLUME-2, Page No. 9, SI No. 5.1.1)
69.93
5779
404148.5469
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8.19.1 - Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. CSR-23-24, VOL-2, pg No:44. I-no-8.19.1
133.1
262
34958.715
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8.3.2 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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-23-24, VOL-2, Pg No:41.I-No-8.3.2
144.655
342
49615.21845
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8.28 - Finishing walls with water proofing cement paint of required shade :New
work (Two coats applied @ 4.84 kg/10 m²) 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.CSR-23-24, VOL-2, Pg No:45.I-No-8.28
144.655
91
13260.52385
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11.34a - Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete. Fixed to steel windows by welding CSR-23-24, VOL-2, Pg No:86 Item No 11.34A
11668.44
173
2019106.8576
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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 up to 1.5 m.CSR-23-24-Vol-1 page-no-34 I.no-1.9
27.65
273
7575.547
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1.15.1 - Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. CSR-23-24-Vol-1 page-no-39 I.no-1.15.1
287.96
373
107665.3644
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3.6 - Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 . CSR-23-24-Vol-3 page-no-17 I.no-3.6
208.575
507
105912.29925
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8.42 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 200 x 100 mm Kerb Stone. CSR-23-24-Vol-3 page-no-74 I.no-8.42
504
257
129780
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6.8.1 - Providing and laying heavy duty cobble stones 60mm thick interlockpavers, using cement and course sand for manufacture of blocks ofapproved size, shape and colour with a minimum compressive strengthof 281 kg per m2 over 50mm thick sand bed ( average thickness ) andcompacting with plate vibrator having 3 tons compaction force therebyforcing part of sand underneath to come up in between joints, finalcompaction of paver surface joints into its final level , including costof materials, labour and Usage charges of machinery complete as perspecifications CSR-23-24-Vol-3 page-no-51 I.no-6.8.1
449.5
1100
494467.98
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8.41 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Page no: 56 item no:8.10 Painting Two Coats on New Concrete Surfaces CSR-23-24 Vol-2 page-no-48 I.no-8.41
81.8
172
14070.418
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8.33.3 - Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shades (Page no: 56 item no:8.11) Painting Two Coats on Steel Surfaces CSR-23-24-Vol-2 page-no-47 I.no-8.33.3
231
143
33072.27
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2.4.2 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2021-22 Vol-1, P.NO -17, Item No -2.4.2)
4.86
6828
33188.454
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4.5.2 - Fabrication, Supplying and Erection Testing and commissioning of 16Mtrs long polygon high mast with single /mutiple telescopic sections having (minimum overlap distance of 1.5 times of top section) thickness sa per BSEN 10025 grade S 355JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3( As per GA Drawing ).Base plate as per IS 2062/ASTM A572-50.The mast shall bi galvanized in single hot dip as per BSEN ISO 1461/ASTM A123 with an average 70microns as per IS 2629, and welded as per BS 5135 single L seam joint.The mast shall have 2 way head frame with die cast LM-6 pulleys, stainless steel axle,Phoshorus Bronze bearing bush press -fitted with separte guides for 2 runs of 5mm dis,stainless steelwire rope of AISI 304 grade 7/19-core,(Factor of safety as per TR no-7).2.5 sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement .The mast shall have power tool operting on 230/415 V,50Hz 1/3 phases reversible geared motor .The mast shall have lantern of 2 segments ,suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing .The mast shall be supplied with 3mm thick template,lighting arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete.(excludoing foundation )as per technical data 4.5.2 16Mtrs - Top 150mm and bottom 410 mm dia
1
200850
200850
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11.9.7 - Supply of 240W LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material,delivering superior light output Rated life Burning Hrs 50000 hr Lumen Maintenance of 70per CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor greater than0.9 with mains,Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatiblefor pole mauling with outer dia of 40mm to 50mm. UniversalVoltage driver to operate wide voltage range from 100 V to 270V50/60Hz applicatio. Compliance to IS 10322/ IEC 60598,LM 79 & LM 80 Adherence with RoHS. UL approvedMCPCB. Top access street light with single screw to ensureease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with . W System Power consumption. LED Efficiency 1301m/w, nominal CRI greater than75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & evelopment facility certified by ISO 9001:2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer CreeNichia PWD Ele SSR Page 37 item No.11.9.7
6
22730
136380.24
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13.5 - Fixing halogen/metal halide floodlight fitting over existing pole /wall celling including clamps bolts and nuts and wiring using suitable capacity wires complete.
10
166
1668.6
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5.7.3 - Supplying and fixing of Porcelain fuse channel with cut on existing wooden panel using necessary nuts bolts and wagers complete. C63Amps
6
413
2478.18
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12.56 - Supplying and fixing and wiring earth electrode for grounding conduits I.C cutouts and other equipments on the meterboard using 40mm dia 2.9mm thick GI pipe 2.5mtr long buried in a pit.The pit should be fitted with equal proportion of salt and charocal 150mm around the pipe to complete depth.The connection from pipe to the conduit etc, is to be established through IG wire of size as per IS specificationm7.3.3 of IS 732 using 12mm dia bolts,nuts,washers and check nuts etc.,the pipe shall have 16 through holes of 12mm dia
2
3615
7230.6
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12.58.7 - Supplying and running GI/copper conductor for grounding connections, Using necessary fixing materials as required25x3 mm Copper strip
25
587
14677.5
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6.4.2 - Supplying of 1.1Kv LT UG cable having aluminium conductor PVC insulated, sheated,galvanized steel strip (Except 2CX10Sqmm wire aroured) confiriming to IS -3975:1990(No of strip indicated in GTP N& extruded PVC outer sheated armoured cable with spcified IS 1554 Part 1:1988 & confirming to GTP of Group A 4 core 10 sqmm PWD Electrical Sr Bangalore Circle 2019-20
25
133
3347.5
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6.5.1 - Labour charges for laying of 1.1 KV class UG cable in existing trench Gipipe /stoneware pipe /on pole as required I) existing trench/duct.A) 6sqmm to 16 sqmm PWD Electrical Sr Bangalore Circle 2019-20
30
12
367.2
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6.6.1 - Digging of trenche of 0.6m deep x 0.50 Mtr wide refilling the trench to the required ground level and consolidating etc complete PWD Electrical Sr Bangalore Circle 2019-20
20
78
1565.6
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Sl.no-55 P.no-A11 - HDPE pipes 90MM dia (COMMON SR 2021-22, Vol-3 Sl.No. 55,P.No -A-11)
100
130
13081
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I.no-418 P.no-XVI - Supplying fixing and wiring 3phase Digital ammetrt voltmeter PWD Electrical Sr Bangalore Circle 2019-20
1
732
732.33
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6.10.4 - Supplying fixing L.T cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen /insulating compound complete with terminals, clamps,bolts,nuts,and washersetc. PWD Electrical Sr Bangalore Circle 2019-20
1
360
360.5
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5.42.1 - Fabricating supplying and mounting MS box made out 14 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 arrangements,with suitable size clamps with necessary cable entry pipe with gland and should be finished with 2 coats of red oxide primer paint and finally finished with apporved colour enameled metal paint etc. complete
40000
-
20800
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5.47 - Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting.
1
2384
2384.45
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5.20 - Supplying and fixing and wiring Eart leatage miniature circuit breaker (ELMAB) 240.450V up to 300me sensitivity on existing wood panel board. 32-40 Amps 4 pole
1
5301
5301.41
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5.19.4 - Supplying and fixing Regular MCB distribution Boards on wall /aood Board / flush mounting using require clamps bolts nuts with provision for fixing suitable type capacity MCB SINGLE PHASE/ 3 phase /single dooe with powder coated painting Made out of 14 SWG MS enslouse.
1
1918
1918.89
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5.41.2 - Supplying and fixing angle iron frame fabricated out of S angle iron and M.S flat with bolt washer etc and painted with 2 coat of red oxide and then two coats of apporved paint 50X50X6mm
10
406
4068.5
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13.04 - Geophysical Investigation of site for sinking Borewell Geophysical Investigation of site for sinking Borewell for supplying drinking water to the habitation either through a hand pump, Mini Water Supply scheme, or Piped Water Supply Scheme by vertical electrical sounding by adopting venner or Schlumberger's method, including reconnaissance survey of geological formation, geophysical investigation of existing ground water in the vicinity, its quality, quantity & acceptability of the users indicating the location of site, recommended depth of casing pipe required to seal the top unconsolidated formation incluing an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instrument and accessories to work site, engaging technical personal and labour required etc., complete (RWS 2019-20 SR Page no 119, I no 13.04)
1
3881
3881.04
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13.01a - 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. 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 ) (RWS 2019-20 SR Page no 119, I no 13.01) 0 to 50m
50
357
17870.5
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13.01b - 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. 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 ) (RWS 2019-20 SR Page no 119, I no 13.01) 50m to 100m
100
455
45526
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13.01c - 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. 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 ) (RWS 2019-20 SR Page no 119, I no 13.01) 100m to 150m
50
469
23484
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12.01.6 - Providing, supplying to work site, fixing of Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well and confirming to IS 8034 specifications, with testing of as per instructions of engineer in-charge of work and latest amendments(RWS 2019-20 SR Page no 108, I no 12.01.6)
3.00 HP/2.2kW
1
22031
22031.1
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12.03 - 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. (RWS 2019-20 SR Page no 108, I no 12.03)
120
60
7308
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12.08 - Supply and delivery at site brand new best make outdoor type board consisting of two units of galvanized mild steel tubes heavy class (C-Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI mark suitable for (RWS 2019-20 SR Page no 110, I no 12.08) Up to 6HP Pumps
1
9992
9992.85
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12.04 - Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments. (RWS 2019-20 SR Page no 110, I no 12.04) 63mm
1
315
315
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12.05 - Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Markand as per its latest amendments (RWS 2019-20 SR Page no 110, I no 12.05)
1
1249
1249.5
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12.06 - 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 (RWS2019-20 SR Page no 110, I no 12.06) 50mm
1
1233
1233.75
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12.09 - Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets.(RWS 2019-20 SR Page no 110, I no 12.09)
1
472
472.5
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10.04.3 - Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) (RWS 2019-20 SR Page no 95, I no 10.04.3)Class-C (HEAVY) 50mm
50
486
24307.5
... More
143 - GI Collor 50mm (RWS 2019-20 SR Page no 6.5, I no 143)
20
177
3549
... More
12.16 - Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour 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 specifications, with testing of as per instructions of engineer in-charge of work (RWS 2019-20 SR I.no 12.16, p no 111)
1
5932
5932.5
... More
12.18 - Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer in-charge of work (RWS 2019-20 SR I no 12.18, Page no 111)
1
1257
1257.9
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12.19 - Labour charges for Providing main connection from pole - PVC insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit, with all necessary materials and labour tools and equipments, as per specifications, with testing of as per instructions of engineer
in-charge of work (RWS 2019-20 SR I no 12.19, P no 111)
25
147
3675
... More
12.20 - Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.(RWS 2019-20 SR I no 12.20, P no 111)
30
129
3874.5
... More
12.21 - Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.(RWS 2019-20 SR I no 12.21, P no 111)
25
73
1837.5
... More
12.22 - Providing Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen insulating compound complete with terminals, clamps, bolts, nuts and washers etc. with all necessary materials and labour tools and equipments . as per specifications, with testing of as per instructions of engineer incharge of work .(RWS 2019-20 SR I no 12.22, P no 111) 3 and half x6 Sqm
1
521
521.85
... More
12.13 - 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 established 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. (RWS 2019-20 SR I no 12.23, P no 111)
1
998
998.55
... More
10.01 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (RWS 2019-20 SR I no 10.01, P no 111) PVC PIPES OF 8 Kg./Cm2 160mm(3.923)
25
1183
29583.75
... More
12.15 - Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. (RWS 2019-20 SR I no 12.15, P. no 111)
110
38
4273.5
... More
3.923 - Supply of Bore Cap 160mm(3.923)
1
172
172.2
... More
Supply of GI Clamp Set - Supply of GI Clamp Set
1
315
315
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