Sustainable Water Conservation Project For Chittur Region By Inter Linking Of Ponds And Traditional Storage Structures-Phase1 Renovation Of Public Ponds- Improvements To Vadyarkulambu Michabhoomikulam , Ward 8 Puthukudi , Polpully Grama Panchayath In S
Tender Value
11.19 Lakhs
Estimated cost
Bid Submission
03 Jun 2021
0 days left
EMD
16800
Bank guarantee accepted
Document Fee
3090
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Polpully → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Sustainable Water Conservation Project For Chittur Region By Inter Linking Of Ponds And Traditional Storage Structures-Phase1 Renovation Of Public Ponds- Improvements To Vadyarkulambu Michabhoomikulam , Ward 8 Puthukudi , Polpully Grama Panchayath In Sustainable Water Conservation Project For Chittur RegionBy Inter Linking Of Ponds And Traditional StorageStructures-Phase1 Renovation Of Public Ponds-Improvements To Vadyarkulambu Michabhoomikulam , Ward 8 Puthukudi , Polpully Grama
BOQ
| Work Name:Sustainable Water conservation Project for Chittur Region by Inter linking of Ponds and Traditional Storage Structures-Phase1Renovation of Public Ponds- Improvements to Vadyarkulambu michabhoomikulam , Ward 8 Puthukudi, Polpully Grama Panchayath in Palakkad District | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | General works | 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 | 1900 | sqm |
| 3 | 1.02 | 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001115 | 70 | hour |
| 4 | 1.03 | od39667/2020_2021/IA : Earth work excavation in all class of soil as per item No 2.6.1, the earth conveyed from site by contractor With necessary permissions obtained from other departments by the contractor | BI01010001010000000000000515BI0100001116 | 3143.16 | cum |
| 5 | 1.04 | 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 | 3.86 | cum |
| 6 | 1.05 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001118 | 13.041 | sqm |
| 7 | 1.06 | 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 | BI01010001010000000000000515BI0100001119 | 219.9 | kilogram |
| 8 | 1.07 | 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 | BI01010001010000000000000515BI0100001120 | 43.455 | cum |
| 9 | 1.08 | 4.1.5 : 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 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 0.244 | cum |
| 10 | 1.09 | 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) | BI01010001010000000000000515BI0100001122 | 3.86 | cum |
| 11 | 1.1 | 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) | BI01010001010000000000000515BI0100001123 | 1.313 | cum |
| 12 | 1.11 | 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) | BI01010001010000000000000515BI0100001124 | 3.375 | cum |
| 13 | 2 | Sluice supporting structure | BI01010001010000000000000515BI0100001125 | ||
| 14 | 2.01 | 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 | BI01010001010000000000000515BI0100001126 | 23.689 | cum |
| 15 | 2.02 | 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) | BI01010001010000000000000515BI0100001127 | 9.933 | cum |
| 16 | 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) | BI01010001010000000000000515BI0100001128 | 4.019 | cum |
| 17 | 2.04 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001129 | 1.929 | sqm |
| 18 | 2.05 | 4.1.5 : 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 20 mm nominal size) | BI01010001010000000000000515BI0100001130 | 0.455 | cum |
| 19 | 3 | Cada 20 m | BI01010001010000000000000515BI0100001131 | ||
| 20 | 3.01 | 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 | BI01010001010000000000000515BI0100001132 | 17.6 | cum |
| 21 | 3.02 | 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) | BI01010001010000000000000515BI0100001133 | 4.4 | cum |
| 22 | 3.03 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001134 | 48 | sqm |
| 23 | 3.04 | 4.1.5 : 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 20 mm nominal size) | BI01010001010000000000000515BI0100001135 | 4.801 | cum |
| 24 | 3.05 | 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) | BI01010001010000000000000515BI0100001136 | 0.56 | cum |
| 25 | 3.06 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001137 | 32 | sqm |
| 26 | 4 | Geo Textile Work | BI01010001010000000000000515BI0100001138 | ||
| 27 | 4.01 | od18237/2019_2020/IA : od5578/2017_2018/IA :protection by using Geo Textiles-dressing up the surface of the bund, plastering theside slopes with excavated mud, fixing the Geo Textiles with bamboo pegs including cost of all materialsand labour cost etc. complete | BI01010001010000000000000515BI0100001139 | 80 | 10 sqm |
| 28 | 5 | sluices | BI01010001010000000000000515BI0100001140 | ||
| 29 | 5.01 | od18546/2019_2020/IA : Providing and laying 315mm pvc pipe 6kg/cm2 trench 1.10m depth, laying, refilling, consolidating etc complete including all charges etc complete. | BI01010001010000000000000515BI0100001141 | 20 | metre |
| 30 | 5.02 | od18242/2019_2020/IA : Providing and laying 165mm PVC Pipe 6kg/cm2 including excavating trenches 1.10m depth refilling and compacting after laying , all labour, materials and hirecharges of tools and plants conveyance etc complete. | BI01010001010000000000000515BI0100001142 | 16 | metre |
| 31 | 5.03 | od37989/2020_2021/IA : od59934/2019_2020/IA :Supplying and installation of Water scale (ISA65X65X6) by connecting three bars ofGI Pipe of 50mm ,in builted into 60X60X40 CC of 1:3:6 in water body for measuring of water level and fixingdisplay board of size 100X70 cm supported on 50mm GI Pipe which is in built at 45X45X60 concrete block of1:3:6 near pond to calculate volume of water, as per departmental officer's at site.Earth work- 60X60X40cm0.6*0.6*0.4=0.144 say 0.150.45*0.45*0.6=0.1215,say 0.15total =0.3 cumconcrete 1:3:6=0.15+0.15=0.3GI Pipe for supporting member L=0.3+0.9+1.05+1.05=3.3add 5% wastage=0.163total L=3.465 say 3.5 and0.2+1.00+0.7=1.9,add 5% wastage 0.095,total=1.995,say 2mnet total=3.5+2=5.5for 25mm GI pipe,Q=1+1+0.7+0.7=3.4,add 5% wastage=0.17,total=3.57,say 4mGalvanised steel plain sheet (18 guage)size of sheet 1.00X0.7volume of 18 guage GI sheet 10.5 kg/sqm)volume=1.00*0.7*10.5 kg/sqm)=7.35,add 5% wastage=0.37,total=7.72,say 7.8 kgMS angle 65X65X6mmQ=2m,add 5% wastage =0.1m,total=2.1mwt of 6mm MS angle =5.95kg/m,total=5.95*2.1=12.495,say12.5kgPainting:-GI pipe 50mm (3.3*22/7*0.0483=0.5 sqm),area of angle iron=4*0.65*2=5.2,total=0.5+5.2=5.7 say 6 sqmGI pipe 50mm, (1.9*22/7*0.0483=0.29 sqm)GI pipoe 25mm (3.4*22/7*0.0483=0.52 sqm)GI sheet 18 guage(2*1*0.7*1=1.4 sqm | BI01010001010000000000000515BI0100001143 | 1 | each |
AI Tender Summary
Tender Timeline
May 27, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 03, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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