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
₹ 1,10,000Document Cost
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Description
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Contact
Tender Id
DMA/2021-22/OW/WORK_INDENT126556Bid Award Id
ViewTender No
DMA/2021-22/OW/WORK_INDENT126556Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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KSRB 5.1.3: Providing and constructing granite/trap/basalt rubble stone masonry in foundation with cement mortar 1:6 (uncoursed) bond stones at 2m. Apart in each course including cost of materials, labour, curing,colmplete as per specifications. KBS 5.1.12
86.4
-
320060.16
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KSRB 5.4-3: Providing and constructing granite/trap/basalt size stone masonry in superstructure with cement mortar 1:6, edges of stone chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour,scaffolding, curing,colmplete as per specifications.KBS 5.1.13
31.379
-
202959.37
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KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complte as per specifications (which includes cost of grave / murrum, watering charges & compaction by vibratory roller) MORTH- Specification No. 305
305.762
-
181072.26
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KSRB 4.2.2: Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320 kgs, with 20 mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings,pedastals,retaining walls,return walls,walls(any thickness) including attached pilaster,columnspillars,posts,struts,buttresses,bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of Specifications. Specification. No. KBS 4.1,4.6
32.4
-
196635.6
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KSRB 5-11: Providing and constructing load bearing wall with cement concrete cavities blocks (hollow blocks) Grade B having a minimum face shell thickness of 30mm & web thichkness of 25mm with block density between 1100kg/m� & 1500kg/m� having a minimum average compressive strength not less than 3.5N/mm� confirming to IS 2185(Part I):2005 & constructed with CM 1:4 as per IS 2572:2005 including cost of all materials , labour charges, scaffolding, curing, hire charges machineries etc.,complete as per specifications.KBS No.5.4 -do- with cement concrete cavity (Hallow blocks) of size 400x200x200mm
348.18
-
333051.58
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KSSRB M400-17 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 in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete as per specifications. MORTH Specification no 406.
178.2
-
351205.47
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Cement concrete pavement. Construction unreinforced plain cement concrete pavement thickness as per design over a prepared sub-base with OPC cement, or any other type as per clause 1051.2.2 25mm, & down size graded granite metal coarse and fine aggregate with superplasticizer@3ltrs conforming to IS 9103-1999 Reaffirmed 2008 coarse & fine aggregatemixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, 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 as per drawing) Spreading the concrete with shovels, rackers compacted using needle,screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion,construction and longitudinal joints, joints filler, seperation membrane, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines, and grades as per drawing complete as per specifications M30 (at 360Kg per cum coarse aggregate @ 0.69cum and fine aggregate @ 0.46cum)
178.2
-
936298.44
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KSRB 6-4.3 : Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular bricks of standard size of class designation 35 with cement mortar1:6, including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No.KBS 6.2
44.505
-
300849.35
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KSRB 15-3.8 Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, providing and remoing scaffolding, including cost of materials, labour, curing complete as per specifications.
387
-
104025.6
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KSRB 13-6.8.2 :Providing & fixing to wall, ceiling & floor, medium density polythylene pipes 6.00kgs/sq.m working pressure 20mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling & floor including cost of all materials, labour & HOM of equipments complete as per the specifications . Specification No. KBS 13.2.15.1/13.9 for water supply connection -do- 25mm dia
92
-
12461.4
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Fabricating, supplying & erecting M.S. angular Truss for all spans as per approved design & drawing. The entire truss is anchored suitably by using 4 Nos. of M.S anchor bolts at each support, with base plate & shoe plate. The work includes cutting, straightening, placing in position of M.S angle & welding wherver necessary, & applying one coat of red oxide primer coat to all the members including cost of all materials, labour charges, & hire charges of machineries for cutting, welding, grinding & erection equipments, etc., complete as per specification.
3000
-
403200
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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)
180
-
213300
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Providing and Installing of pre painted Galvalume iron Trapezoidal Profiled sheet of approved make 1060 mm width (1000mm cover width) 28-30mm Crest hieght with creat distance of 200mm c/c with 2 ribs at the center for stiffening. The total Coated Thickness (TCT) of the sheet will be 0.47mm +/- 0.02mm tolerence Zinc-alu Alloy coating AZ150 gsm As per ASTM 1397/A755-550 mpa Steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 20-22 microns using self drilling/self tapping screws of 25mm length to be fixed over the existing purlines rafters channels and trusses
800
-
577920
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Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mmx50mm 14 guage M.S. hollow pipe frame work bent to ornamental shapes as shown in the drawing and 35x6mm and 16x16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at shown in the drawing etc., complete. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work, includes cost of materials, labour charges for all items of work hire charges for welding, cutting and grinding equipment, and electricity charges, with lead and lift, loading and unloading charges, etc., complete as per specification.
10.5
-
33207.3
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Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinfroced cement concrete poles of size 0.10x0.10x2.60 mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stripes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M10 proportion. The board shall be fixed as per the drawing and at the place indicated by the engineering charge of the wok. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specfications, drawings and directions fo the Engineer in charge of the work.
1
-
5775
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Add Electricals Charges
1
-
200000
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,a) 0 - 50 m depth
50
-
17350
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,b) 50 - 100 m depth
50
-
22100
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,c) 100 - 150 m depth
50
-
22800
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,d) 150 - 200 m depth
50
-
26800
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,d) 200 - 250 m depth
50
-
31700
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,a) 0 - 50 m depth
50
-
17350
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,b) 50 - 100 m depth
50
-
22100
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,c) 100 - 150 m depth
50
-
22800
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,d) 150 - 200 m depth
50
-
26800
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Sinking borewell of 165 mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 900 CFM & above in all strata including over burden upto 20 mtrs fixing of casing pipes,collars and cap with necessary cutting, therading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes,collars and cap etc.,d) 200 - 250 m depth
50
-
31700
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Cost of 200 mm dia PVC Casing pipe
25
-
20925
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Cost of Bore Well Cap.
1
-
300
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Geophysical investigation of site for Sinking borewell of for supplying drinking water to the habitation either through the hand pump, MWS or PWSS by vertical electrical sounding by adopting venner or Schlumberger's method, including reconnaissance survey of Geoological formation, Geophysical investigation of exisiting ground water in the vicinity, indicating the location of site, recommended depth of casing pipe required to seal the top unconsolidated formation including and depth of 1.0 meter in cosolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yeild and other information required including transportation of instrument and occessories to work site, engaging technical personnel and labour required etc.,
1
-
1976
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Supply and delivery of submersible pumpset 5HP/ 10 Stages
1
-
33100
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Supply & delivery of PVC insulated Xst copper conductor flat submersible cable 1.1 KV grade conforming to latest Indian Standard Specification.
250
-
26400
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Supply and Delivery of Pressure Gauge 63 mm size as per relevant IS specification.
1
-
95
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Supply and delivery of 50mm dia size metal gate valve as per relevant IS specification
1
-
1013
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Supply and delivery of 50mm dia size bronze metal non return valve as per relevant IS 778.
1
-
850
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Supply and Delivery consist of two uniits of Gavenised mild steel tubes heavy class (C-Class) as per IS 1239 (Part-1) 1990 with latest amendments with ISI mark 5.0 HP
1
-
7850
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Supply and deliverysuitable KVAR capacity 3 Ph 50Hz, 415 volts power shunt capacitor conforming to the latest IS 2834 fitted with suitable discharge devices and terminal cover etc., complete
1
-
375
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Supplying, Laying, jointing, testing and commissioning of GI pipes heavy class (C-Class) as per IS 1239 : 1990 with latest amendmentswith lastest amendments with ISI mark.50mm dia
50
-
25965
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Erection,Electrication and commissioning works of pumpsets :- Erection of pumpset including aligning and balancing with all necessary erection materials and labour including supply and erection of one pair supporting clamps, one borewell cap. Cable clips with bolts nuts valves guages etc.,
1
-
4500
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Erection of Panel Board and meter board unit: Erection of combined panel board and meter board unit with necessary materials and labour including providing cement concrete foundation bed etc., complete
1
-
1800
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MAIN CABLE : supply PVC insulated sheathed steel/ Wire steel armoured UG cable with PVC outer sheating 1.1 KV UG calbe class conforming to ISS 1554/1964 from KEB pole to meter board unit of the following size. i)3 1/2 x 16sqmm.
20
-
4518
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Layin of Cable :i) Labour charges for laying the cable above ground excluding the cost of cable but including wire cost of materials involved for laying the cable
5
-
150
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In New Trench : Labour charges for laying the cable in trench including digging of trench 0.5 Mtrs wide 0.6 Mtrs depth and refilling and consolidating the soil etc. complete ( excluding the cost of cable)
10
-
750
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In GI pipe : Labour charges for laying the cable in G.I. pipe of 2.9mm thick. 40mm dia, with necessary clamps, bolts nuts, washers etc., for fixing the pipe on the pole and connecting to UG cable upto meter board ( including the cost of G.I. Pipes and other materials required but excluding the cost of cable).
5
-
175
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In GI pipe : Labour charges for laying the cable in G.I. pipe of 2.9mm thick. 40mm dia, with necessary clamps, bolts nuts, washers etc., for fixing the pipe on the pole and connecting to UG cable upto meter board ( including the cost of G.I. Pipes and other materials required but excluding the cost of cable).40mm dia GI Collar
2
-
242
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In GI pipe : Labour charges for laying the cable in G.I. pipe of 2.9mm thick. 40mm dia, with necessary clamps, bolts nuts, washers etc., for fixing the pipe on the pole and connecting to UG cable upto meter board ( including the cost of G.I. Pipes and other materials required but excluding the cost of cable).40mm dia GI Elbows
2
-
242
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In GI pipe : Labour charges for laying the cable in G.I. pipe of 2.9mm thick. 40mm dia, with necessary clamps, bolts nuts, washers etc., for fixing the pipe on the pole and connecting to UG cable upto meter board ( including the cost of G.I. Pipes and other materials required but excluding the cost of cable).40mm dia GI bend
1
-
171
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POT HEAD : Supplying and fixing L.T. cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound completes with terminals clamps, bolts nuts washers etc., for the following size of cable.
1
-
275
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EARTHING :Supplying fixing and wiring for grounding circuits IC cutouts and other equipments on the meter board G.I. pipes electrode 2.9mm thick,40mm dia, 2.5 Mtrs, length having 16 through holes of 12mm dia staggered along the length of pipe. The electrode shall be burried in a 300mm dia pit. The pit should be filled with alternative layers of salt and charcoal in 150mm thick layers alround the electrode to the complete depth. The connection from the pipe to the conduit etc., is to be established through G.I. wire of size as per clause 7.33 of I.S. 732 using 12 mm dia bolts, nuts washers and check nuts etc. complete.
1
-
2000
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