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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹8.3 L
EMD Value
₹8,250
Closing Date
30 Jun 2023, 12:00 pmClosed
BLOCK DEVELOPMENT OFFICER(BP)
BLOCK DEVELOPMENT OFFICE, PONNAMARAVATHY
Construction of 30,000 Lr Cap OHT at Konnaiyampatti in Konnaiyampatti Panchayat
2023_RDTN_333558_1
Ponnamaravathy/15TH B.Pts/UT7
Open Tender
Civil Works
Item Rate
180 days
PONNAMARAVATHY
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹8,250
Yes
30 Jun 2023
30 Jun 2023
30 Jun 2023
30 Jun 2023
30 Jun 2023
30 Jun 2023
Amount
30,000 Litre Tank
Earth work Excavation in all classes of soils such as hard stiff clay. Stiff block hard red earth, shales, murram, gravel, stoney earth expect hard rock requiring blassing and depositing on bank with all leads and lifts and all incidental charges such as
First depth of 2m
Second depth of 1m
Filling with good river sand including cost and conveyance of sand to work site including all labour charges for charges for filling etc, complete..
Cement concrete 1:4:8 mix using using 40 mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
R.C.C. 1:11/2:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
Footing 1.5m to 4.5m below G.L.
Column 0m to 1.5m below G.L.
Column above G.L. upto 4.5m
Column from 4.50m and upto 7.32m
Side wall upto 7.32m to 10.98m
Providing form work centering for soffits of slab of plain surface including shuttering 3m high using MS sheets of size 15x25x3mm laid over w.joints of size 10x6.50 cm spaced 75mm c/c complying with standard specification.
PLANE SURFACES
i. Below GL
ii) G.L and at 3.30m from Above G.L
iii) 6.31m to 10.98m from above GL
Curved Surface
1) Upto 3.30m ht
2) Floor slab sides
Square column
i) Below GL
2) Column 0m to 3.30m Above GL
3) 3.31m to 4.30m from above GL
4) 4.31m to 5.30m from above GL
5) 5.31m to 6.30m from above GL
vi) Column from 6.31m to 7.30m above GL
Painting two coats of Emulsion paint with approved cement paint over one coat of priming coat over cement plastered exposed surface of the reservoid including cleaning preparing the surface and curing etc., complete
Supply and fabrication of steel as per IS432/1960 (Tested Quality) including fabrication charges for all RCC items schedule in the tender including cost of steel including cost of electrodes and power for wilding typing wires, space bars cover blocks and all other incidental charges etc., completed and as directed by TWAD board officers.
Supply and fixing of MS ladder (outside) as per TWAD manual.
Providing RCC ladder (Inner side) as per TWAD manual
Providing 65 mm GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
Supplying and fixing of cut stone of size 0.45m x 0.45m x 0.15 set in CM 1:3 (One cement and three sand) below the inlet pipe inside the service reservoir and as directed by the TWAD Board Officers.
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Providing GI pipe connection to the OHT along with water meter, flow control valve and steel protection box ( vide separate sheet)
65mm GI pipes for inlet connection
65mm GI pipes for over flow & rain water harvesting pipe
50mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend 90
65mm dia GI bend (short)
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65x50mm GI reducer
75mmx63mm PVC reducer
65mm GM gate valve
50mm GM gate valve
63 mm PVC 4Ksc Pipe
Refilling foundation with excavated earth
Labour charges for GI pipe connection
Pipeline for Pumping Main
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
90mm OD PVC 6KSC Pips
90mm OD PVC 6KSC Pips
Refiiling the excaveted soil charges
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount 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)
S. ANANDABABU
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