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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.6 LAccepted-Finance | 1 | Accepted-Finance Documents Received | |
| 2 | 2₹8.8 L+₹23,943.50 (2.78%)Accepted-Finance | 2 | Accepted-Finance Documents Received |
Tender Value
₹8.7 L
EMD Value
₹9,000
Closing Date
4 May 2023, 3:00 pmClosed
Block Developement officer Madathukulam
Block Developement officer Madathukulam
Construction of 30000 litre OHT at Narasingapuram H/O Myvadi
2023_RDTN_308352_1
79/2023/B2
Open Tender
Civil Works
Item Rate
Block Developement office Madathukulam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹9,000
Yes
4 May 2023
28 Apr 2023
4 May 2023
28 Apr 2023
4 May 2023
28 Apr 2023
Amount
Construction of 30000 litre OHT at Narasingapuram H/O Myvadi
a) Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification of soil.In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B
b)In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting
c)In DMR not requiring blasting
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.
RCC 1:1.5:3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, finishing, curing etc. ( M 30)
I)Below GL (1.5-4.5M) Footing
ii)0 to 1.50 m below GL Column
iii)0 to 4.50 m from GL Column
iv)4.50 m to 7.32 m. from GL Column,Floor beam,Floor slab,Side wall,Haunch
7.32 to 10.98m from GL Side wall,Roof slab.
Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete
A)Column footing (plane surface)
Brace at 2.52 m above Ground Level
B.)Square Column:
Colum above 3.3m to 4.3 ht from GL
Column above 4.30 m upto 5.30 m
Column above 5.30 m upto 6.30 m
Floor beam sides from 5.35m to 5.65 m above GL - Inside,Floor slab and working platform at 5.64 m above G.L..
Floor slab and working platform at 5.64 m above G.L..
Curved Surface
Floor slab upto 5.3 - 6.30 m above plateform
Floor slab upto 5.3 - 6.30 m above plateform,Side wall upto 3.0m above floor slab (inner face),Side wall above floor slab (outer face),Haunch
Roof slab upto 8.30-9.30 m above plateform
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods
Painting two coats to the exposed surface of SR using Exterior Emulsion
OHT Pipe connections including civil works
65mm dia GI pipe
65mm dia GI coupling
65mm dia GI elbow
65mm dia GI Flangeset
65mm dia GM gate valve
75mm dia PVC FTA
75mm dia PVC pipe
Supply,delivery and fixing in position of MS ladder outside the tank
Supplying and fixing of CI manhole cover with frame of size 0.60 m x 0.60 m
Supplying and fixing of 110 mm dia PVC Cowl with Nylon Mesh for ventilators on the roof slab
Drawing and writting details of scheme
Refilling the foundation with excavated soil (other than sand)
Providing RCC ladder inside the tank
Provision for Labour charges for fixing Inter connection pipe line
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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