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Annual Plan 2020-2021 Pr No 170 Naha Sahib Stadium Ground Renovation And Allied Works In Parappanangadi Municipality Ward 15, parappanangadi-Kerala

municipality has published Annual Plan 2020-2021 Pr No 170 Naha Sahib Stadium Ground Renovation And Allied Works In Parappanangadi Municipality Ward 15. Submission Date for this Tender is 23-10-2020. Stadium Tenders in parappanangadi Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

25725116
Annual Plan 2020-2021 Pr No 170 Naha Sahib Stadium Ground Renovation And Allied Works In Parappanangadi Municipality Ward 15
Open Tender
Indian
Kerala
parappanangadi
23-10-2020

Tender Details

Annual Plan 2020-2021 Pr No 170 Naha Sahib Stadium Ground Renovation And Allied Works In Parappanangadi Municipality Ward 15

Key Value

Document Fees
INR 2825 /-
EMD
INR 450000.0 /-
Tender Value
INR 18 Lakhs /-

BOQ Items

Work Name:ANNUAL PLAN 2020-2021, PR NO:170/20-21, NAHA SAHIB STADIUM GROUND RENOVATION AND ALLIED WORKS IN PARAPPANANGADI MUNICIPALITY, WARD-15
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Stadium Improvements. BI01010001010000000000000515BI0100001113
2 1.001 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. BI01010001010000000000000515BI0100001114 860.1 cum
3 1.002 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) BI01010001010000000000000515BI0100001115 19.932 cum
4 1.003 5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars BI01010001010000000000000515BI0100001116 640 kg
5 1.004 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001117 62.575 sqm
6 1.005 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. BI01010001010000000000000515BI0100001118 385 kilogram
7 1.006 16.70.1 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm BI01010001010000000000000515BI0100001119 100 sqm
8 1.007 11.20.4 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment BI01010001010000000000000515BI0100001120 6.75 sqm
9 1.008 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 BI01010001010000000000000515BI0100001121 780 kg
10 1.009 13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work BI01010001010000000000000515BI0100001122 119.5 sqm
11 1.01 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001123 225.75 sqm
12 2 Drainage BI01010001010000000000000515BI0100001124
13 2.001 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 BI01010001010000000000000515BI0100001125 63 cum
14 2.002 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) BI01010001010000000000000515BI0100001126 6.3 cum
15 2.003 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) BI01010001010000000000000515BI0100001127 18.9 cum
16 2.004 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) BI01010001010000000000000515BI0100001128 2.1 cum
17 2.005 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001129 203 sqm
18 2.006 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 BI01010001010000000000000515BI0100001130 6.3 cum
19 2.007 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 BI01010001010000000000000515BI0100001131 504 kilogram
20 3 Interlocked walkway cum warm up area BI01010001010000000000000515BI0100001132
21 3.001 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade BI01010001010000000000000515BI0100001133 36.304 cum
22 3.002 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. BI01010001010000000000000515BI0100001134 453.8 sqm
23 3.003 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) BI01010001010000000000000515BI0100001135 3.024 cum
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