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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-Finance | L1 | Accepted-Finance Low | |
| 2 | L2₹6.4 L+₹298.92 (0.05%)Rejected-Finance | L2 | Rejected-Finance High |
Tender Value
₹6.5 L
EMD Value
₹6,500
Closing Date
28 Jul 2023, 3:00 pmClosed
Block Development officerVP, Pernamallur
Block Development officerVP, Pernamallur
Rejuvenation of Kullamma kulam with Desilting construction of inlet and outlet and Bathing ghat lining wall at Thavani Panchavat of Pernamallur Block Thiruvannamalai Dist- AGAMT II (V.Pt) -2023-2024
2023_RDTN_348845_1
A1/2149/2023 Dt 12.07.2023
Open Tender
Civil Works
Lump-sum
90 days
Pernamallur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6,500
Yes
3 Aug 2023
22 Jul 2023
28 Jul 2023
22 Jul 2023
28 Jul 2023
22 Jul 2023
Amount
Rejuvenation of Kullamma kulam with Desilting construction of inlet and outlet and Bathing ghat lining wall at Thavani Panchavat of Pernamallur Block Thiruvannamalai Dist- AGAMT II (V.Pt) -2023-2024
Clearing the scrub jungle away from the site
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. Outer Pond, Baby pond, Leading channel from mainpond to baby pond
Construction of Bathing ghat and Retaining wall
Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation.
Cement concrete 1:4:8 mix using 40mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer
Cement concrete 1:3:6 mix using 40mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer
Cement concrete 1:2:4 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of single 10cm -6.5cm space of 75cm centre to centre complete complying with standard specificatinon
Construction of 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.
Construction of Inlet and Outlet
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Cement concrete 1 :4 : 8mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying and erection of centering for retaining wall and bathing ghat including cost and conveyance of all material and all labour charges etc, complete
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 Murugan
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