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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹5.8 L
EMD Value
₹5,800
Closing Date
18 Jul 2023, 3:00 pmClosed
Block Development Officer (V.Pt)
Anakkavoor
Execution of 15th FC 2023-2024,Rejuvenation Kanar Kuttai at Ilaneerkundram Panchayat at Anakkavoor Block
2023_RDTN_342099_1
Roc. No. A4/1125/2022/AD Pts Date.24/05/2023 AN
Open Tender
Civil Works - Others
Item Rate
90 days
Anakkavoor
Please Refer Tender Documents
3 documents required · 3 mandatory
₹0
₹5,800
Yes
22 Aug 2023
12 Jul 2023
18 Jul 2023
12 Jul 2023
18 Jul 2023
12 Jul 2023
Amount
Rejuvenation of Kanar Kuttai at Ilaneerkundram Panchayat at Anakkavoor Block
Clearing light jungles including all charges
Sectioning during forming bunds when earth moving machinery.lorres and rollers are used for consoloidation
Earth work excavation in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 m deploying earth moving machinaries and tippers including benching , breaking clods, sectioning etc.
Bathing Ghats
Earth work excavation and depositing onsides with initial lead of 10 meter and initial lift of 2 meters in sand,silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth SS 20 B
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance to all material to site and all labour charges etc., complete
Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Retaining Wall
Earth work excavation and depositing onsides with initial lead of 10 meter and initial lift of 2 meters in sand,silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth SS 20 B
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance to all material to site and all labour charges etc., complete
CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials and all labour chages etc.,
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Baby Pond Lining wall
Earth work excavation and depositing onsides with initial lead of 10 meter and initial lift of 2 meters in sand,silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth SS 20 B
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance to all material to site and all labour charges etc., complete
CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials and all labour chages etc.,
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Inlet Outlet
Earth work excavation and depositing onsides with initial lead of 10 meter and initial lift of 2 meters in sand,silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth SS 20 B
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance to all material to site and all labour charges etc., complete
CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials and all labour chages etc.,
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
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}
M.V.KALI
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