Construction Of Seminar Hall To The Central Library At M . C , Vellanikkara Construction Of Seminar Hall To The Central Library

Tender Notice

27162061
Construction Of Seminar Hall To The Central Library At M . C , Vellanikkara Construction Of Seminar Hall To The Central Library
Indian
Kerala
27-02-2021
27-03-2021
31-03-2021

Tender Details

Construction Of Seminar Hall To The Central Library At M . C , Vellanikkara Construction Of Seminar Hall To The Central Library

Key Value

Document Fees
INR 2800 /-
EMD
INR 50000.00 /-
Tender Value
Refer document

BOQ Items

Work Name : Construction of Seminar Hall to the Central Library at M.C, Vellanikkara
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Building Proper BI01010001010000000000000515BI0100001113
2 1.01 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. BI01010001010000000000000515BI0100001114 560 sqm
3 1.02 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar BI01010001010000000000000515BI0100001115 3.7 cum
4 1.03 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. BI01010001010000000000000515BI0100001116 2.4 cum
5 1.04 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil BI01010001010000000000000515BI0100001117 560 cum
6 1.05 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil BI01010001010000000000000515BI0100001118 45 cum
7 1.06 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001119 1.6 cum
8 1.07 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. BI01010001010000000000000515BI0100001120 120 cum
9 1.08 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) BI01010001010000000000000515BI0100001121 46 cum
10 1.09 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001122 110 sqm
11 1.1 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers BI01010001010000000000000515BI0100001123 103 sqm
12 1.11 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001124 110 sqm
13 1.12 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size BI01010001010000000000000515BI0100001125 21.5 cum
14 1.13 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001126 13.5 cum
15 1.14 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). BI01010001010000000000000515BI0100001130 5 cum
16 1.15 50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete BI01010001010000000000000515BI0100001147 4 cum
17 1.16 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001116 5000 kilogram
18 1.17 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001117 1950 kg
19 1.18 50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete BI01010001010000000000000515BI0100001118 43 cum
20 1.19 50.4.1.1 : Providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc. BI01010001010000000000000515BI0100001119 0.8 cum
21 1.2 9.48.2 : 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 openings/ wooden frames with rawl plugs screws etc BI01010001010000000000000515BI0100001120 535 kg
22 1.21 od3078/2019_2020 : Providing and fixing welded mesh with flat iron frames for doors, windows and ventilators of mildsteel flat sections of size 25x5 mm, joints mitred and welded by flat pieces to the window frame or to the wall, including fixing of necessary butt hinges and screws and applying priming coat of approved steel primer, all complete as per the direction of Engineer in charge. BI01010001010000000000000515BI0100001121 30 sqm
23 1.22 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001122 440 sqm
24 1.23 od1475/2020_2021 : Providing 10X12mm groove by cutting plastering on walls in between concrete beams and masonry in&lt;br&gt;line and level. BI01010001010000000000000515BI0100001123 128 metre
25 1.24 od2904/2019_2020 : Providing boarder 5cm wide and 15mm thick in cement mortar 1:3 etc complete BI01010001010000000000000515BI0100001124 55 per metre
26 1.25 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) BI01010001010000000000000515BI0100001125 40 sqm
27 1.26 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete BI01010001010000000000000515BI0100001126 40 sqm
28 1.27 od2905/2019_2020 : Providing water cut beeding 25 mm wide and 15 mm thick in CM 1:3 BI01010001010000000000000515BI0100001130 58 metre
29 1.28 10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. BI01010001010000000000000515BI0100001161 2384 kg
30 1.29 10.1 : 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. BI01010001010000000000000515BI0100001162 2630 kilogram
31 1.3 od3067/2019_2020 : Roofing with pre-painted alu zinc (galvalum) trapizoidal sheet of 0.50 mm thick or nearest available thickness with over lap of 150 mm at ends. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling steel screws/cranck bolt as per direction of departmental officers including plane washer and bituminouse washers,self drilling/self tapping screws of size (5.5x55mm) 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. BI01010001010000000000000515BI0100001163 470 sqm
32 1.31 od3068/2019_2020 : Providing Ridge or Hip with pre-painted alu-zinc (factory made-galvalum ) 150 GSM plane sheet 450 mm wide over lap of 150mm at joints including necessary bolts,washers etc, suitable to profile or corrugated sheets,complete BI01010001010000000000000515BI0100001164 78 metre
33 1.32 8.13.1 : Providing and laying Polished Granite stone flooring in required design and\npatterns, in linear as well as curvilinear portions of the building all complete as\nper the architectural drawings with 18 mm thick stone slab over 20 mm (average)\nthick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with\ncement slurry and pointing with white cement slurry admixed with pigment of\nmatching shade including rubbing , curing and polishing etc. all complete as\nspecified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye orequivalent. BI01010001010000000000000515BI0100001165 358 sqm
34 1.33 od2908/2019_2020 : white cement priming coat over newly plastered surface and cleaning the surface BI01010001010000000000000515BI0100001166 325 sqm
35 1.34 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) BI01010001010000000000000515BI0100001167 220 sqm
36 1.35 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work BI01010001010000000000000515BI0100001168 250 sqm
37 1.36 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work BI01010001010000000000000515BI0100001169 56 sqm
38 1.37 14.53.1 : Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work BI01010001010000000000000515BI0100001170 110 sqm
39 1.38 od1476/2020_2021 : Supplying and fixing solid PVC moulded flush door of any size, door frame of size 75 X45 mm with 5 mm PVC foam sheet and 35 mm thick puff insulated flush door shutter reinforced with 19x19mm MS square tubes for frames and shutters including all cost of materials,labour charges for fixing all fittings but excluding cost of fittings,conveyance charges etc. complete. BI01010001010000000000000515BI0100001171 15 sqm
40 1.39 od1477/2020_2021 : Providing and fixing 250mm SS aldrop BI01010001010000000000000515BI0100001172 6 no
41 1.4 od1478/2020_2021 : Providing and fixing SS tower bolt 150mm BI01010001010000000000000515BI0100001130 6 no
42 1.41 9.165.1 : Providing and fixing bright /matt finished Stainless Steel handles of approved\nquality & make with necessary screws etc all complete.125 mm BI01010001010000000000000515BI0100001147 12 no
43 1.42 21.1.1.2 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) BI01010001010000000000000515BI0100001149 225 kg
44 1.43 21.1.2.2 : For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) BI01010001010000000000000515BI0100001150 225 kg
45 1.44 21.3.1 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness BI01010001010000000000000515BI0100001151 46 sqm
46 1.45 9.148.2 : Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/ top hung uPVC windows, of approved quality, with necessary stainless steel screws etc. as per direction of Engineer - in-charge.250 x 19 x 1.9 mm BI01010001010000000000000515BI0100001152 88 no
47 1.46 9.70.2 : Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete:100x58x1.90 mm BI01010001010000000000000515BI0100001153 16 no
48 1.47 od3076/2019_2020 : Providing and fixing Ceiling with Extruded polythine thermal insulation board 20mm thick (595mmX595mm)in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams per sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling with Extruded polythine thermal insulation board approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x 1.6 mm fixed to ceiling with 12.5mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85x 30x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, exposed face of polythine thermal insulation board shall be painted with Acrylic Smooth interior paint of two coat of required shade over a priming coat etc. all complete for all heights as per specifications, drawings and as directed by Engineer -in-charge BI01010001010000000000000515BI0100001154 350 sqm
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