Re Tender_982/21_ Alappuzha Jp_2020-21_ Construction Of Compound Wall And Ground Filling For Govt . H S Skuppapuram_Kainakary Gp Compound Wall And Ground Filling

Tender Notice

27159950
Re Tender_982/21_ Alappuzha Jp_2020-21_ Construction Of Compound Wall And Ground Filling For Govt . H S Skuppapuram_Kainakary Gp Compound Wall And Ground Filling
Indian
Kerala
27-02-2021
06-03-2021
08-03-2021

Tender Details

Re Tender_982/21_ Alappuzha Jp_2020-21_ Construction Of Compound Wall And Ground Filling For Govt . H S Skuppapuram_Kainakary Gp Compound Wall And Ground Filling

Key Value

Document Fees
INR 2500 /-
EMD
INR 50000.00 /-
Tender Value
Refer document

BOQ Items

Work Name:982/21_ Alappuzha JP_2020-21_ Construction of Compound wall and Ground Filling for Govt. H S S, Kuppapuram_Kainakary GP
Sl. No. Item Description Item Code / Make Quantity Units
1 1 1. COMPOUND WALL BI01010001010000000000000515BI0100001113
2 1.001 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 BI01010001010000000000000515BI0100001114 20 cum
3 1.002 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) BI01010001010000000000000515BI0100001115 9.2 cum
4 1.003 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 BI01010001010000000000000515BI0100001116 24.68 cum
5 1.004 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) BI01010001010000000000000515BI0100001117 0.54 cum
6 1.005 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001118 120 sqm
7 1.006 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001119 7.68 sqm
8 1.007 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 BI01010001010000000000000515BI0100001120 2015.04 kilogram
9 1.008 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 BI01010001010000000000000515BI0100001121 28.396 cum
10 1.009 13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). BI01010001010000000000000515BI0100001122 343.28 sqm
11 1.01 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) BI01010001010000000000000515BI0100001123 7.68 sqm
12 1.011 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. BI01010001010000000000000515BI0100001124 615.986 kilogram
13 1.012 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 BI01010001010000000000000515BI0100001125 152.672 kg
14 1.013 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer BI01010001010000000000000515BI0100001126 350.96 sqm
15 1.014 13.44.1 : Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) BI01010001010000000000000515BI0100001127 284.72 sqm
16 1.015 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 BI01010001010000000000000515BI0100001128 58.72 sqm
17 1.016 od1046511/2020_2021 : Supplying and fixing steel letters (Malayalam) 30 cm height,20mm projection fixed on ACP board (ACP work measured and paid separately ) using 20 guage sheet for letter and 20 guage sheet for side projection including all labour,materials etc. BI01010001010000000000000515BI0100001129 40 each
18 1.017 od1046512/2020_2021 : providiing ACP cladding and fixed in aluminium frames and necessary clips and hooks etc complete with ACP sheet 3mm thick aluminium frame strips fixed in steel frames aluminium frame 25x25 rubber beeding and necessary clips and hooks labour etc complete as per the direction of deptl officers at site BI01010001010000000000000515BI0100001130 5.4 sqm
19 2 FILLING BI01010001010000000000000515BI0100001131
20 2.001 od1045980/2020_2021 : Filling up low laying and water logged areas with local materials/quarry muck spreading in layers ,levelling the top at site and consolidation by ramming etc compleate for improving the CBR value of subgrade. BI01010001010000000000000515BI0100001132 179.7 cum
21 2.002 od1046516/2020_2021 : Construction of Embankment with Material Obtained from Borrow Pits<br><br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 BI01010001010000000000000515BI0100001133 1700.33 cum
22 2.003 od1049430/2020_2021 : Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504 ) (6.7.2 Modified with 6.7mm crushed stone chippings) BI01010001010000000000000515BI0100001134 305 sqm
23 2.004 od1049406/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) with out form work. BI01010001010000000000000515BI0100001135 1.42 cum
24 3 retaining wall in back side of new school building BI01010001010000000000000515BI0100001136
25 3.001 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 BI01010001010000000000000515BI0100001137 44.85 cum
26 3.002 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) BI01010001010000000000000515BI0100001138 7.475 cum
27 3.003 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site BI01010001010000000000000515BI0100001139 81.965 cum
28 3.004 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) BI01010001010000000000000515BI0100001140 10.335 cum
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