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.
Public Works Department - PWD Tender
Civil And Construction
Building Construction
Opening Date16 Dec 2024
Closing Date30 Dec 2024
Tender Amount₹ 29,88,949.32
Costs
EMD
₹ 60,000Document Cost
Refer DocumentsTender Fee
₹ 750
Summary
Construction Of Governement High School Building At Kapnimbargi Village In Indi Taluk, Vijayapura District (2 Class Rooms)
Description
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Contact
Tender Id
PWD/2024-25/BD/WORK_INDENT17051Tender No
PWD/2024-25/BD/WORK_INDENT17051Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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Vol-II 4.1 - Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
168
123
20815.2
... More
Vol-I 2.1.3 - Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) " ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
20.84
6288
131051.298
... More
Vol-I 2.4.3 - 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)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
RCC for Footing (Including 8% for Centering) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
24.23
532
12895.6906
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Vol-I 2.4.3 - RCC for Columns (Including 70% for Centering) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
3.57
4656
16625.3472
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Vol-I 2.4.3 - RCC for GB/PB (Including 50% for Centering) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
5.7
3326
18960.48
... More
Vol-I 2.5.2 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
RCC for Columns (Including 70% for Centering) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
7.83
5029
39381.8463
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Vol-I 2.5.2 - RCC for lintel (Including 60% for Centering) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
1.58
4311
6811.5222
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Vol-I 2.5.2 - Centering for Chajja (45%) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
0.49
3233
1584.3268
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Vol-I 2.5.2 - RCC for Slab/Staircase (Including 50% for Centering) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
22.18
3592
79683.4244
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Vol-I 2.5.2 - RCC for Roof beams (Including 60% for Centering) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
9.11
4311
39274.0299
... More
Vol-I 2.1.6 - Providing and laying in position plain cement concrete Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
4.83
6555
31661.3745
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Vol-II 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) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
16.52
5891
97328.406
... More
Vol-I 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
92.74
279
25902.282
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Vol-I 1.8 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
108.84
497
54169.668
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Vol-II 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." ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
35.27
8367
295119.9615
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Vol-I 2.5.1 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
0.31
3132
971.1308
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Vol-II 11.32 - Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
7.33
93929
688505.8005
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Vol-II 11.34A - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
378
176
66679.2
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Vol-II 12.90 - Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
18
7070
127272.6
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Vol-II 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
117.2
1622
190127.7
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Vol-II 11.28 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners,
stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges
of machinery complete as per specifications and as per directions of the Engineer-in-Charge." ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
105.19
593
62403.9675
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Vol-II 8.3.2 - Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
30.66
349
10720.269
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Vol-II 8.1.1 - Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
199.45
267
53402.7375
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Vol-II 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
335.51
105
35228.55
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Vol-II 8.8 - 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
216.47
389
84325.8885
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Vol-II 8.39 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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" ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
335.51
133
44740.2585
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Vol-II 8.3 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied at 1.67 ltr per 10sqm over and including priming coat of exterior primer applied 2.20 kg per 10 sqm) 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-charges ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
216.47
182
39549.069
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Vol-II 8.4 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
46.8
120
5651.1
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Vol-II 15.1 - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.specifications. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
147.87
857
126850.2795
... More
Vol-II 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 pecifications. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
0.26
130412
33907.146
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Vol-II 12.57.3 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 30 mm thick both side commercial ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
11.52
3155
36348.48
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12.51 Vol-2 - 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
4
1066
4267.2
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8.33.2 Vol-2 - Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
59.9
144
8679.51
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12.75.1 Vol-2 - Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :125x85x5.5 mm (heavy type)" ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
16
275
4400
... More
A-12 Vol-2 item no 33 - Aluminium round shape handle (powder coated) outer dia 100 mm ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
4
60
240
... More
A-40 Vol-2 item no 927 - Stainless steel screws 25 mm x4 mm ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
50
45
2250
... More
A-13 Vol-2 item no 43 - Aluminum tower bolts ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
8
60
480
... More
1.14.1 Vol-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
38
107
4069.8
... More
4.1 V Vol-3 - Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) Laying using Mechanical Paver Grading V materials ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
28.5
2611
74423.475
... More
2.1.3 Vol-1 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) vMix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
20
6288
125769
... More
9.25 Vol-2 - Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
200
840
168000
... More
8.4 Vol-3 - 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 300 x 150 mm Kerb Stone ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
20
486
9723
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