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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.4 LAccepted-Finance | 1 | Accepted-Finance accept | |
| 2 | 2₹6.8 L+₹41,346.41 (6.43%)Accepted-Finance | 2 | Accepted-Finance accept |
Tender Value
₹6.5 L
EMD Value
₹6,510
Closing Date
5 Jan 2023, 3:00 pmClosed
Block Development Officer (V.P.)
Block Development Officer (V.P.)
Construction of 10000 Litre OHT at Polavakalipalayam Kaspa Habitation H/O Polavakalipalayam, Under JJM 2020-21 Savings fund Scheme
2022_RDTN_275479_1
Roc No.3141/2022/B1, Dated 15.12.2022
Open Tender
Civil Works - Water Works
Item Rate
120 days
PANCHAYAT UNION OFFICE GOBICHETTIPALAYAM
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹6,510
Yes
9 Jan 2023
27 Dec 2022
5 Jan 2023
27 Dec 2022
5 Jan 2023
27 Dec 2022
Amount
Earth work excavation below G.L. and depositing on bank within an initial lead of 2.00 m and an initial lift of 1.00 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
In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting
In DMR not requiring blasting
Second Depth of 2m to 3.0m
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.
RCC 1:1 1/2:3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, finishing, curing etc.
Column footing below 1.50 m from GL
Coloumn below GL upto 1.50 m
Column above 4.50 m upto 6.95 m
Column above GL upto 4.50 m
Braces at GL
Braces at 3.325 m from GL
RCC 1:1 1/2:3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing,laying, curing,finishing etc.complete
Floor beam at 7.00 to7.20 from G.L.
Floor slab from 7.2m to 7.35m above G.L.
Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following
Square Column:
Colum above 3.3m to 4.3 ht from GL
Column above 4.30 m upto 5.30
Column above 5.30 m upto6.30 m
Column above 6.30 m upto7.18 m
Ground level
Brace at 3.35 m above G.L
Floor slab and working platform at 7.18 m above G.L..
Roof slab at0- 3.30 m above floor slab
Curved Surface
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.
Painting two coatsto the exposed surface of SR using cement paint
Supplying and fixing of cutstone in C M 1:3 below inlet pipe
Supply and Fixing of GI pipes for OHT connections including civil works
Supply,delivery and fixing in position of MS ladder outside the Service reservoir
Supply, delivery and fixing in position of enamul coated water level indicator
Supplying and fixing of CI manhole cover with frame of size 0.60 m x 0.60 m
Supplying and fixing of 100 mm dia AC Cowl for ventilators on the roof slab
Writting the details of scheme on the sidewall of SR as instructed
Refilling the foundation with excavated soil (other than sand)
Providing RCC ladder inside the tank
Rain water harvesting
Supply and delivery of 63mm 6kg PVC Pipe
Earth work excavation and deposit on bank with in the lead of 10m and lift of 2 m in all soil classification
lowering of PVC pipe in the trunch inc.jointing with cement solvent
Refilling of the trunch with excavated earth
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)
SELVANAYAKKIAMMAN BUILDERS
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