Tender For Construction Of Retaining Wall At Kottakudi Panchayat -7Nos
Tender Value
Ref. Documents
Estimated cost
Bid Submission
23 May 2023
0 days left
EMD
11000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bodinayakanur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
1 ) Construction Of Retaining Wallnear Near Watertank In Kumbuthokkiat Kottakudi Village 2 ) Construction Of Retaining Wall Near Sanitary Complex In Top Station Village 3 ) Construction Of Check Dam In Kallaaru Riverat Naripatty Village 4 ) Construction Of Check Dam Neareswari Utrruin Karaipatty Village 5 ) Construction Of Check Dam Across The River At Muthuvakudi Village 6 ) Construction Of Check Dam Across The River In Kolikkumalai Village 7 ) Construction Of Retaining Wallin Samuel House Street At Naripatty Village Ofkottakudi Panchayat At Bodinayakanurblock In Theni District Under 15Th Finance Scheme 2022-2023 ( Tied & Untied ) .
BOQ
| Sl. No. | Item Description |
| 1 | 1) Construction of Retaining Wallnear Near waterTank in kumbuthokkiAt Kottakudi Village |
| 2 | Earthwork excavation and depositing on bank withinitial leads of 10m and lifts of 2m In hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stoney earth and earth muds with 50% fair sized boulders and hard gravelly soils as per SS 20 B |
| 3 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. Rate for 10 cum. |
| 4 | Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) |
| 5 | Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification |
| 6 | 2) Construction of Retaining Wall Near sanitary Complex in Top station Village |
| 7 | Earthwork excavation and depositing on bank withinitial leads of 10m and lifts of 2m In hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stoney earth and earth muds with 50% fair sized boulders and hard gravelly soils as per SS 20 B |
| 8 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. Rate for 10 cum. |
| 9 | Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) |
| 10 | Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification |
| 11 | 3) Construction of Check Dam in Kallaaru riverat Naripatty Village |
| 12 | Earthwork excavation and depositing on bank withinitial leads of 10m and lifts of 2m In hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stoney earth and earth muds with 50% fair sized boulders and hard gravelly soils as per SS 20 B |
| 13 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. Rate for 10 cum. |
| 14 | Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) |
| 15 | Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification |
| 16 | 4) Construction of Check Dam NearEswari Utrruin Karaipatty Village |
| 17 | Earthwork excavation and depositing on bank withinitial leads of 10m and lifts of 2m In hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stoney earth and earth muds with 50% fair sized boulders and hard gravelly soils as per SS 20 B |
| 18 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. Rate for 10 cum. |
| 19 | Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) |
| 20 | Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification |
| 21 | 5) Construction of Check Dam Across the River at Muthuvakudi Village |
| 22 | Earthwork excavation and depositing on bank withinitial leads of 10m and lifts of 2m In hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stoney earth and earth muds with 50% fair sized boulders and hard gravelly soils as per SS 20 B |
| 23 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. Rate for 10 cum. |
| 24 | Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) |
| 25 | Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification |
| 26 | 6) Construction of Check Dam Across the River in kolikkumalai Village |
| 27 | Earthwork excavation and depositing on bank withinitial leads of 10m and lifts of 2m In hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stoney earth and earth muds with 50% fair sized boulders and hard gravelly soils as per SS 20 B |
| 28 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. Rate for 10 cum. |
| 29 | Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) |
| 30 | Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification |
| 31 | 7) Construction of Retaining wallin Samuel House Street at Naripatty Village |
| 32 | Earthwork excavation and depositing on bank withinitial leads of 10m and lifts of 2m In hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stoney earth and earth muds with 50% fair sized boulders and hard gravelly soils as per SS 20 B |
| 33 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. Rate for 10 cum. |
| 34 | Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) |
| 35 | Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification |
| 36 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
AI Tender Summary
Tender Timeline
May 17, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 23, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 23, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
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