Local Self Government Department has published Perumpalam Gp . 2019-20 . Pno . 56 . Construction Of Shelter For Agriculture Equipments In Ward No . Construction Of Shed. Submission Date for this Tender is 27-08-2019. Shed Construction Tenders in PERUMBALAM GP Kerala. Bidders can get complete Tender details and download the document.
| Work Name: PERUMPALAM GP. 2019-20. PNO: 56. CONSTRUCTION OF SHELTER FOR AGRICULTURE EQUIPMENTS IN WARD NO. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix-A | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | BI01010001010000000000000515BI0100001114 | 40.04 | sqm |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 7.135 | cum |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 0.721 | cum |
| 5 | 1.004 | 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) | BI01010001010000000000000515BI0100001117 | 6.139 | cum |
| 6 | 1.005 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001118 | 12.048 | sqm |
| 7 | 1.006 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001119 | 1.6 | sqm |
| 8 | 1.007 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001120 | 3.4 | sqm |
| 9 | 1.008 | 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. | BI01010001010000000000000515BI0100001121 | 1.201 | sqm |
| 10 | 1.009 | 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 | BI01010001010000000000000515BI0100001122 | 60.765 | kilogram |
| 11 | 1.01 | 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 | BI01010001010000000000000515BI0100001123 | 0.835 | cum |
| 12 | 1.011 | 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 | BI01010001010000000000000515BI0100001124 | 2.681 | cum |
| 13 | 1.012 | 50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | BI01010001010000000000000515BI0100001125 | 4.421 | cum |
| 14 | 1.013 | 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. | BI01010001010000000000000515BI0100001126 | 268.656 | kilogram |
| 15 | 1.014 | 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) | BI01010001010000000000000515BI0100001127 | 1.23 | cum |
| 16 | 1.015 | 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. | BI01010001010000000000000515BI0100001128 | 474.658 | kg |
| 17 | 1.016 | od217937/2019_2020 : Providing and fixing precoated Aluminium profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.46 mm (+0.1%), 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. (12.50 Modified for 0.46mm (+0.1mm) Aluminium Sheet) | BI01010001010000000000000515BI0100001129 | 84.575 | sqm |
| 18 | 1.017 | od217938/2019_2020 : Providing and fixing precoated Aluminium sheet roofing accessories 0.46 mm (+ 0.1%) total coated thickness, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete: (12.51.1 modified for 0.46(+0.1mm) Aluminium Ridge)<br>Ridges plain (300-400 mm) | BI01010001010000000000000515BI0100001130 | 9.95 | metre |
| 19 | 1.018 | od216901/2019_2020 : Providing and fixing precoated galvanised iron plain sheets (size, shape and colour as approved by Engineer-in-charge) 0.35 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. (12.50 Modified for GI plain sheet 0.35mm TCT for side cladding) | BI01010001010000000000000515BI0100001131 | 42.557 | sqm |
| 20 | 1.019 | 16.15.2 : Supplying at site:Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & painting to be paid for separately) | BI01010001010000000000000515BI0100001132 | 118.673 | kg |
| 21 | 1.02 | 10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | BI01010001010000000000000515BI0100001133 | 184.032 | kg |
| 22 | 1.021 | od217983/2019_2020 : Filling with contractor's own 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 as per direction of site Engineer-in-charge (50.2.25.1 Modified with increased Compensation & Additional cost of conveyance for Cherthala Taluk as per PWD CE's Letter) | BI01010001010000000000000515BI0100001134 | 3.998 | cum |
| 23 | 1.022 | 13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001135 | 59.58 | sqm |
| 24 | 1.023 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001136 | 54.786 | sqm |
| 25 | 1.024 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001137 | 59.58 | sqm |
| 26 | 1.025 | 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 | BI01010001010000000000000515BI0100001138 | 35.172 | sqm |
| 27 | 1.026 | 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 | BI01010001010000000000000515BI0100001139 | 82.061 | sqm |
| 28 | 1.027 | od218145/2019_2020 : Supplying & Fixing PVC split- 150mm for Collecting Rainwater | BI01010001010000000000000515BI0100001140 | 19.9 | metre |
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