Public Works Department 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
₹ 1,84,664Document Cost
Refer DocumentsTender Fee
₹ 2,310
Description
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Tender Id
PWD/2023-24/BD/WORK_INDENT9776/CALL-2Bid Award Id
ViewTender No
PWD/2023-24/BD/WORK_INDENT9776/CALL-2Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
PWD SR Volume-2, Pg No. 9 SI. No.5.3 - Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Volume-2, Pg No. 9/ SI. No.5.3)
11.42
6515
74404.155
PWD SR Volume-2, Pg No. 9 SI. No.5.6 - Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (PWD SR Volume-2, Pg No. 9/ SI. No.5.6)
16.51
6770
111779.304
PWD SR Volume-1, Pg No. 15 SI. No.2.2.1 - Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1)
14.73
6601
97237.8855
2.2.1 - Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)
14.74
528
7784.3414
PWD SR Volume-1, Pg No. 16 SI. No.2.4.2 - Providing and laying in position 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 necessary, 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.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.4.2)
8.12
6639
53909.898
2.4.2 - Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)
3.13
4647
14546.3933
2.4.2 - Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)
5
3319
16597.9
PWD SR Volume-1, Pg No. 7 SI. No.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 upto 1.5 m. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9)
99.26
279
27723.318
PWD SR Volume-1, Pg No. 16 SI. No.2.5.1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1)
37.4
6961
260360.1
2.5.1 - Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)
6.71
4873
32698.1655
2.5.1 - Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)
8.46
4176
35336.574
2.5.1 - Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)
22.06
3480
76785.345
2.5.1 - Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17)
0.2
3132
626.536
PWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1 - Providing and laying in position 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 necessary, 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (PWD 23-24 SR Vol-1, Pg No. 16/ SI. No.2.4.1)
10.76
6724
72352.392
PWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11a - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a)
5.11
93929
479981.5335
PWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 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.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8)
41.8
8367
349759.41
PWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12 - Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 99/ SI. No.12.12)
0.19
130412
24778.299
PWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51)
3
1066
3200.4
PWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16 - Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (PWD 23-24 SR Vol-2, Pg No. 100/ SI. No.12.16)
7.56
7241
54748.386
PWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31 - Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 86/ SI. No.11.31)
233.28
120
28168.56
PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84 - Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84)
8.64
5274
45568.656
PWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394 - Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(PWD 23-24 SR Vol-2, Material Component Pg No. A-24/ SI. No.394)
12.96
294
3810.24
PWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1 - Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(PWD 23-24 SR Vol-2, Pg No. 85/ SI. No.11.30.1)
4.32
957
4136.832
PWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34 - Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 64/ SI. No.9.34)
126.44
1622
205117.29
PWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2 - Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2)
262.96
253
66542.028
PWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51)
365.72
105
38400.6
PWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16a - Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 44/ SI. No.8.16a)
15.06
1299
19576.494
PWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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 (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2)
251.93
292
73802.8935
PWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 47/ SI. No.8.33.3)
12.96
145
1891.512
PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2 - Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.2)
24.19
144
3505.131
PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.30)
251.93
182
46027.611
PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality 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. (The gloss should be 50% @ 60 degree angle with 10 years life) (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.1)
365.72
165
60672.948
PWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47 - Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47)
4
206
827.4
PWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1 - Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1)
135
144
19561.5
item1 - Providing and fixing Green board for class room (Quotation rate)
2
8500
17000
PWD 23-24 SR Vol-2, Pg No. 82 SI. No.11.16.1 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD 23-24 SR Vol-2, Pg No. 82/ SI. No.11.16.1)
32.5
142
4641
PWD 23-24 SR Vol-2, Pg No. 26 SI. No.7.38 - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (PWD 23-24 SR Vol-2, Pg No. 26/ SI. No.7.38)
21
596
12524.4
PWD 23-24 SR Vol-2, Pg No. 77 SI. No.11.30 - Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD 23-24 SR Vol-2, Pg No. 77/ SI. No.11.30)
6.3
8689
54745.74
Item2 - KKRDB Board
1
6000
6000
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