The Gadag Cooperative Cotton Sale Society Limited 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
₹ 8,00,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
GADCOCSS/2024-25/BD/WORK_INDENT2Tender No
GADCOCSS/2024-25/BD/WORK_INDENT2Tender Authority
The Gadag Cooperative Cotton Sale Society Limited ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
BOQ Items
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VOL 1 Pg 111 - Additional for formwork,Centering and Scaffolding for SL No 6 foundation upto plinth isolated as per as per appendix-l in volume-1 of page No-111 @8% of finished work ---- Work should be carried out as per the instructions of the Engineer-in-charge.
237.16
522
123816.4928
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vol2(9) 5.4 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work should be carried out as per the instructions of the Engineer-in-charge.
126.88
6574
834171.2912
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vol(16) 2.4.3 - 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.(The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates (PLINTHBEAM) ---- Work should be carried out as per the instructions of the Engineer-in-charge.
73.68
6371
469458.0144
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Vol1 Pg 111 0 - Additional for formwork,Centering and Scaffolding for SL No 10 Plinth Beams of Buildings as per as per appendix-l in volume-1 of page No-111 @50% of finished work ---- Work should be carried out as per the instructions of the Engineer-in-charge.
73.68
3185
234729.0072
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vol1(7) 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. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
1411.75
273
386791.265
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VOL1(16) 2.5.2 - 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- Work should be carried out as per the instructions of the Engineer-in-charge.
182
7048
1282788.78
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Vol1 Pg 111 0 - Additional for formwork,Centering and Scaffolding for SL No 13 RCC Columns / Shaft (Slip Centering)as per as per appendix-l in volume-1 of page No-111 @70% of finished work ---- Work should be carried out as per the instructions of the Engineer-in-charge.
27.66
4933
136468.908
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Vol1 Pg 111 0 - Additional for formwork,Centering and Scaffolding for SL No 13 RCC Beams, Lintels & Troughs of Aqueducts as per as per appendix-l in volume-1 of page No-111 @60% of finished work ---- Work should be carried out as per the instructions of the Engineer-in-charge.
9.24
4228
39075.6828
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Vol1 Pg 111 0 - Additional for formwork,Centering and Scaffolding for SL No 13 RCC Roof Slabs as per as per appendix-l in volume-1 of page No-111 @50% of finished work ---- Work should be carried out as per the instructions of the Engineer-in-charge.
128.38
3524
452430.377
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Vol1 Pg 111 0 - Additional for formwork,Centering and Scaffolding for SL No 13 Chejjas, Canopy & Other Architectural projections of minor sections as per as per appendix-l in volume-1 of page No-111 @45% of finished work ---- Work should be carried out as per the instructions of the Engineer-in-charge.
10.98
3171
34825.5954
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Vol1 Pg 111 0 - Additional for formwork,Centering and Scaffolding for SL No 13 Chejjas, Canopy & Other Architectural projections of minor sections as per as per appendix-l in volume-1 of page No-111 @45% of finished work ---- Work should be carried out as per the instructions of the Engineer-in-charge.
5.74
3524
20228.5636
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VOL1(15) 2.1.4 - 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) Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates ---- Work should be carried out as per the instructions of the Engineer-in-charge.
4.51
6403
28879.8301
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VOL 1 (18) 2.11.A - Providing Thermo-Mechanically Treated bars of grade Fe-500 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) ---- Work should be carried out as per the instructions of the Engineer-in-charge.
34.62
92140
3189911.3802
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vol2(17) 6.32 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x 150x 200 mm having block density more than 1800 kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572: 2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.GROUND FLOOR ---- Work should be carried out as per the instructions of the Engineer-in-charge.
689.51
1349
930355.843
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vol2(85) 11.34B - Providing and fixing M.S. grills of required pattern in frames of windows weighing 21kg/M2 with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/ wooden frames with rawal plungs screw etc ---- Work should be carried out as per the instructions of the Engineer-in-charge.
529.2
188
99748.908
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VOL2 (100) 12.13.2 - Providing Red Salwood 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. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
0.26
102588
26672.88
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VOL2 (100) 12.12 - 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 formal dehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. -do- 30 mm thick both side commercial ---- Work should be carried out as per the instructions of the Engineer-in-charge.
7.2
3095
22285.08
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VOL2 (106) 12.55.1 - Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 5x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. do- with both side prelam ---- Work should be carried out as per the instructions of the Engineer-in-charge.
9.45
2436
23029.461
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VOL2 (108) 12.84 - PProviding & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) 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&P's shall not be made) ---- Work should be carried out as per the instructions of the Engineer-in-charge.
25.2
5173
130376.988
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VOL2 (110) 12.85 - Providing fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor TP's shall not be made) ---- Work should be carried out as per the instructions of the Engineer-in-charge.
2.16
5890
12723.6312
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VOL2(85) 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-incharge, (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. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
50.4
581
29330.28
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VOL2 (41) 8.3.1 - 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. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
483.84
248
120103.6032
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VOL2 (41) 8.3.1 - 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. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
1184.59
248
294050.7757
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VOL2 (50) 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. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
1184.59
103
122012.77
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vol2 (59) 9.1 - Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
1235.15
464
573764.2295
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VOL2 (50) 8.53.1 - Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 g/L, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One coat as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
1184.59
67
80528.4282
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VOL2 (51) 8.55.2 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge ---- Work should be carried out as per the instructions of the Engineer-in-charge.
1184.59
54
64666.7681
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VOL2 (45) 8.24 - Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat 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. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
483.84
111
53822.3616
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vol2 (51) 8.55.1 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
108.47
57
6256.5496
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vol(48) 8.4 - Painting with synthetic enamel paint of approved brand and manu facture 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. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
65.97
118
7814.1465
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VOL2 (77) 11.1 - Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery completeas per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the instructions of the Engineer-in-charge.
261000
109
28495980
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