}

Urban Agglomeration Sluice Cum Culvert In The Boundary Of Eriyad And Edavilangue And Side Protection Wall In Perinjanam Gp In Arappathodu Side Wall Sluice, Mathilakam-Kerala

Local Self Government Department has published Urban Agglomeration Sluice Cum Culvert In The Boundary Of Eriyad And Edavilangue And Side Protection Wall In Perinjanam Gp In Arappathodu Side Wall Sluice. Submission Date for this Tender is 02-11-2020. Culvert Tenders in Mathilakam Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

25814363
Urban Agglomeration Sluice Cum Culvert In The Boundary Of Eriyad And Edavilangue And Side Protection Wall In Perinjanam Gp In Arappathodu Side Wall Sluice
Open Tender
Indian
Kerala
Mathilakam
02-11-2020

Tender Details

Urban Agglomeration Sluice Cum Culvert In The Boundary Of Eriyad And Edavilangue And Side Protection Wall In Perinjanam Gp In Arappathodu Side Wall Sluice

Key Value

Document Fees
INR 2500 /-
EMD
INR 50000.0 /-
Tender Value
INR 52.02 Lakhs /-

BOQ Items

Work Name:Mathilakam BP 2020-21 Urban Agglomeration :Sluice cum culvert in the boundary of Eriyad & Edavilangue and side protection wall in Perinjanam GP in Arappathodu
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Sluice cum culvert in the boundary of Eriyad & Edavilangue BI01010001010000000000000515BI0100001113
2 1.001 60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. BI01010001010000000000000515BI0100001114 23 metre
3 1.002 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete BI01010001010000000000000515BI0100001115 150 hour
4 1.003 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 BI01010001010000000000000515BI0100001116 223.935 cum
5 1.004 60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. BI01010001010000000000000515BI0100001117 720 metre
6 1.005 60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end BI01010001010000000000000515BI0100001118 720 metre
7 1.006 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. BI01010001010000000000000515BI0100001119 97.205 cum
8 1.007 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) BI01010001010000000000000515BI0100001120 22.006 cum
9 1.008 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) BI01010001010000000000000515BI0100001121 55 cum
10 1.009 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) BI01010001010000000000000515BI0100001122 19.2 cum
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 46.068 cum
12 1.011 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 BI01010001010000000000000515BI0100001124 6910.2 kilogram
13 1.012 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001125 251.505 sqm
14 1.013 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. BI01010001010000000000000515BI0100001126 111.24 sqm
15 1.014 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001127 36 sqm
16 1.015 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers BI01010001010000000000000515BI0100001128 64.8 sqm
17 1.016 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) BI01010001010000000000000515BI0100001129 218.27 sqm
18 1.017 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer BI01010001010000000000000515BI0100001130 27.54 sqm
19 1.018 60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete BI01010001010000000000000515BI0100001131 270 10 cud m
20 1.019 50.2.25.1 : 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 BI01010001010000000000000515BI0100001132 177.6 cum
21 1.02 16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete BI01010001010000000000000515BI0100001133 7.68 cum
22 1.021 od940870/2020_2021 : Hire Charges for Providing Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc. complete and as per the directions of departmental officers at site. BI01010001010000000000000515BI0100001134 72 sqm
23 1.022 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 BI01010001010000000000000515BI0100001135 25.92 cum
24 1.023 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) BI01010001010000000000000515BI0100001136 60.72 cum
25 1.024 od940812/2020_2021 : Supplying and fixing Granite Name Board including all charges for board making, lettering, fixing etc. complete. BI01010001010000000000000515BI0100001137 1 no
26 2 Side wall to Arappa thodu in Perinjanam GP BI01010001010000000000000515BI0100001138
27 2.001 60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. BI01010001010000000000000515BI0100001139 50 metre
28 2.002 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete BI01010001010000000000000515BI0100001140 180 hour
29 2.003 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 BI01010001010000000000000515BI0100001141 105.3 cum
30 2.004 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 BI01010001010000000000000515BI0100001142 105.3 cum
31 2.005 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) BI01010001010000000000000515BI0100001143 246.675 cum
32 2.006 50.2.25.1 : 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 BI01010001010000000000000515BI0100001144 193.7 cum
33 2.007 od940812/2020_2021 : Supplying and fixing Granite Name Board including all charges for board making, lettering, fixing etc. complete. BI01010001010000000000000515BI0100001145 1 no
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail