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Kottarakkara Ssf - Maintenance Of New Office , Front Arch Gate And Gardenkottarakkara Ssf - Maintenance Of New Office , Front Arch Gate And Garden, Kottarakkara-Kerala

Department Of Agriculture-DOA has published Kottarakkara Ssf - Maintenance Of New Office , Front Arch Gate And Gardenkottarakkara Ssf - Maintenance Of New Office , Front Arch Gate And Garden. Submission Date for this Tender is 17-08-2019. Gardening Tenders in Kottarakkara Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

21247337
Kottarakkara Ssf - Maintenance Of New Office , Front Arch Gate And Gardenkottarakkara Ssf - Maintenance Of New Office , Front Arch Gate And Garden
Open Tender
Indian
Kerala
Kottarakkara
17-08-2019

Tender Details

Kottarakkara Ssf - Maintenance Of New Office , Front Arch Gate And Gardenkottarakkara Ssf - Maintenance Of New Office , Front Arch Gate And Garden

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BOQ Items

Sl. No. Item Description Item Code / Make Quantity Units
1 1 Front gate and arch 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 37.5 sqm
3 1.02 60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. BI01010001010000000000000515BI0100001115 4.725 cum
4 1.03 15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) BI01010001010000000000000515BI0100001116 0.36 cum
5 1.04 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 BI01010001010000000000000515BI0100001117 3.841 cum
6 1.05 15.17.2 : Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats BI01010001010000000000000515BI0100001118 187.5 kg
7 1.06 od407/2019_2020 : Dismantling inter lock blocks in floors including stacking material within 50 metres lead.<br>For thickness of tiles above 25 mm and up to 40 mm BI01010001010000000000000515BI0100001119 12 sqm
8 1.07 50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. BI01010001010000000000000515BI0100001120 24.225 cum
9 1.08 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 BI01010001010000000000000515BI0100001121 6.16 cum
10 1.09 7.1.1 : 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001122 0.72 cum
11 1.1 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) BI01010001010000000000000515BI0100001123 1.28 cum
12 1.11 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001124 11.611 cum
13 1.12 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) BI01010001010000000000000515BI0100001125 0.5 cum
14 1.13 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001126 7.441 sqm
15 1.14 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001127 50.29 sqm
16 1.15 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001128 4 sqm
17 1.16 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers BI01010001010000000000000515BI0100001129 15.6 sqm
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 BI01010001010000000000000515BI0100001130 836.921 kg
19 1.18 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) BI01010001010000000000000515BI0100001131 78.29 sqm
20 1.19 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer BI01010001010000000000000515BI0100001132 86.32 sqm
21 1.2 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) BI01010001010000000000000515BI0100001133 86.32 sqm
22 1.21 6.3.1 : Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks BI01010001010000000000000515BI0100001134 0.708 cum
23 1.22 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001135 8.03 sqm
24 1.23 13.24.1 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In one coat BI01010001010000000000000515BI0100001136 78.29 sqm
25 1.24 13.26 : Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. BI01010001010000000000000515BI0100001137 86.32 sqm
26 1.25 21.1.2.3 : 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)Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micorn) BI01010001010000000000000515BI0100001138 58.5 kg
27 1.26 21.3.2 : 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 5.50 mm thickness BI01010001010000000000000515BI0100001139 13 sqm
28 1.27 16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. BI01010001010000000000000515BI0100001140 98.75 sqm
29 1.28 od408/2019_2020 : Providing and laying departmental supplied interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. BI01010001010000000000000515BI0100001141 12 sqm
30 1.29 30.2.10.1 : Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions BI01010001010000000000000515BI0100001142 36 sqm
31 1.3 50.10.1 : Steel work in built up G I 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 BI01010001010000000000000515BI0100001143 516.8 kg
32 1.31 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 BI01010001010000000000000515BI0100001144 19.761 sqm
33 1.32 od391/2019_2020 : Providing and fixing 1 mm thick M.S. sheet frame with 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.<br>Using M.S. angels 40x40x6 mm for diagonal braces BI01010001010000000000000515BI0100001145 4 sqm
34 1.33 od392/2019_2020 : Providing and fixing Stainless Steel Letter (Malayalam / English) 300 mm size for the top of desired gate portion including charges for letters,labor for fixing,conveyance etc complete as per the direction of authorities. BI01010001010000000000000515BI0100001146 30 each
35 1.34 od393/2019_2020 : Providing and fixing Stainless Steel Letter (Malayalam / English) 100 or more upto 200 mm size for the top of desired gate portion including charges for letters,labor for fixing,conveyance etc complete as per the direction of authorities. BI01010001010000000000000515BI0100001147 30 each
36 1.35 13.20 : Pebble dash plaster upto 10 m height above ground level with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers under layer 12 mm cement plaster 1:4 ( 1 cement : 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 ( 1 cement : 3 fine sand) mixed with 10% finely grounded hydrated line by volume of cement . BI01010001010000000000000515BI0100001148 12 sqm
37 1.36 8.1.1.1 : Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining ( veneer work), backing filled with a grout of 12 mm thick average in cement mortar 1:3 ( 1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 ( 1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade ( To be secured to the backing by means of cramps, which shall be paid for separately).Raj Nagar Plain white marble/ Udaipur green marble/ Zerbra black marble.Area of slab upto 0.50 sqm. BI01010001010000000000000515BI0100001149 9 sqm
38 1.37 od409/2019_2020 : Providing and fixing P V C gutter 110 mm with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (12.7.2 modified)<br> BI01010001010000000000000515BI0100001150 30 metre
39 1.38 50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall BI01010001010000000000000515BI0100001151 9 metre
40 1.39 50.18.9.22.10 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap BI01010001010000000000000515BI0100001152 6 no
41 1.4 50.18.9.22.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee BI01010001010000000000000515BI0100001153 3 no
42 1.41 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. BI01010001010000000000000515BI0100001154 25 kg
43 1.42 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001155 0.54 cum
44 1.43 od411/2019_2020 : Supplying and installing ready made concrete pond of average dia of size 1.20 m fixed in sand bed etc complete for beautification works BI01010001010000000000000515BI0100001156 3 each
45 2 Compound wall BI01010001010000000000000515BI0100001157
46 2.01 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil BI01010001010000000000000515BI0100001158 23.5 sqm
47 2.02 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 BI01010001010000000000000515BI0100001159 7.05 cum
48 2.03 7.1.1 : 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001160 7.05 cum
49 2.04 50.6.1.7 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete BI01010001010000000000000515BI0100001161 8.45 cum
50 2.05 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001162 95.75 sqm
51 2.06 13.26 : Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. BI01010001010000000000000515BI0100001163 55.75 sqm
52 2.07 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer BI01010001010000000000000515BI0100001164 95.75 sqm
53 2.08 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) BI01010001010000000000000515BI0100001165 95.75 sqm
54 2.09 12.50 : 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 grams per sqm 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 metre or as desired by Engineer-in-charge. The sheet shall be fixed using 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. BI01010001010000000000000515BI0100001166 13 sqm
55 2.1 50.10.1 : Steel work in built up G I 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 BI01010001010000000000000515BI0100001167 89.52 kg
56 2.11 50.10.2 : Steel work for purlin/single section with G I pipes 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 BI01010001010000000000000515BI0100001168 64.5 kg
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