Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC | L1 | Accepted-AOC lowest bid | |
| 2 | L2₹18.9 L+₹90,846.75 (5.06%)Rejected-Finance 2308 SF NO 453 3B1 VEERAPANDI TIRUPUR SOUTH | TIRUPPUR | TAMIL NADU | 638459 | L2 | Rejected-Finance not the lowest |
Tender Value
₹17.3 L
EMD Value
₹17,300
Closing Date
8 Jul 2024, 5:00 pmClosed
PANCHAYAT PRESIDENT
PANCHAYAT OFFICE MELAARASADI 628002
Construction of OHT 60000 cubic litre in Puliamarathu Arasadi in Melaarasadi Panchayat
2024_RDTN_456597_1
MA01/2024
Open Tender
Civil Works - Water Works
Lump-sum
60 days
TUTICORIN
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,300
20 Jul 2024
24 Jun 2024
9 Jul 2024
24 Jun 2024
8 Jul 2024
24 Jun 2024
24 Jun 2024 - 5 Jul 2024
Amount
Construction of 30000 liter Capacity OHT Tank at Tharuvikulam Village at Tharuvaikulam Panchayat
Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water wherever necessary including providing danger lights etc., and as directed as per specification SS 20B and special specification. in Hard rock Rock requiring blasting as per standard specifications and as directed by the Engineer.
First depth of 2m for column foundation
Second depth of 2m for column foundation
Sand filling for foundation with river sand including consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge
a) for column foundation
Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc., complete and as directed for works beyond 1.50m and upto 4.50m depth below ground level.
a) for column foundation
Reinforced cement concrete M30 grade using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure)
From G.L upto 4.50m depth
(i) below 1.50m to 4.50m depth from G.L for Footing
Below G.L upto 1.50m depth for column & G.L brace
Above G.L upto 4.50m height for column & brace
Above 4.50m to 7.33m ht., from G.L for column & brace
Above 7.33m to 10.98m ht., from G.L for column & brace
Above 10.99m to 14.64m ht., from G.L for column
Reinforced cement concrete M30 grade using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure)
Above 10.99m to 14.64m ht., from G.L for Floorbeam , Floor slab , Side wall & Haunch
Above 14.64m to 18.30m ht., from G.L for Floorbeam , Floor slab , Side wall & Haunch
Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood) joints of 10cm x 6.5cm spaced at about 90cm c/c and supported by Casurina props of 10cm to 13cm dia. at 75cm c/c complying with standard specification and as directed.
Plain Surface
Upto 3.30m ht., from G.L for Column footing, G.L brace peripheral & I set of Brace above GL
From 3.30m to 4.30m ht., for brace & roof slab bottom
From 5.30m to 6.30m ht., for brace
From 6.30m to 7.30m ht., for brace
From 8.30m ht., to 9.30m ht., for brace
From 9.31m ht., to 10.30m ht., for brace
From 11.30m to 12.30m ht. for floor beam & floor slab bottom (including 1.5m working space)
Centering for square column
upto 3.30m ht.
From 3.30m to 4.30m ht.,
From 4.30m to 5.30m ht.,
From 5.30m to 6.30m ht.,
From 6.30m to 7.30m ht.,
From 7.30m to 8.30m ht.,
From 8.30m ht to 9.30m ht
From 9.30m ht to 10.30m ht
From 10.30m ht to 11.30m ht
From 11.30m ht to 12.30m ht
Centering for curved surface
From 11.30 to 12.30m ht from floor level for side wall
From 0 to 3.30m ht from floor level for side wall
From 3.30m ht to 4.30m ht
Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works etc., complete as per standard specifications and as directed by Engineer. The rate to include the cost of binding wire also.
Providng and fixing of RCC inner access ladder in RCC 1:2:4 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering, shuttering charges, mixing concrete curing etc., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm× 15cm and step slab of 25mm × 25mm etc., complete and as directed by officers.
Providng manhole cover of size 0.60 x 0.60M in RCC inner 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by officers.
65MM dia GIPipes Inlet Connenction
65MM GI Pipes for Over Flow and Rain Water Harvesting
50MM dia GI Pipes For Socur Pipe
50MM dia GI Pipe Delivery Pipe
65MM dia GI Tee
65mm dia GI Bend 90
65mm dia GI Bend Short
65MM dia GI Coupler
65mm dia GI Union
65mm dia GI Elbow
50mm dia GI Union
50mm dia GI Elbow
65x50mm GI reducer
65mm dia GM Gate Valve
50mm dia GM Gate Valve
Labour Charges For GI Pipe Connection to the oht for inlet, Outlet, Overflow and Socur arrangements including Cutiing and therading etc…
Provision for MS Ladder and Hand rails for 60000 litres - 12m Staging Height Service Reservoirs
Extension of Pipe Line
Supply & Delivery of following pipes for pumping main system
63mm PVC Pipe 4 KSC
50mm GI Pipe
50mm GI Pipe Elbow
63mm PVC MTA
63mm PVC Tee
63mm PVC Bend
63mm PVC Bend
63x50mm PVC Reducer
Earth work excavation and depositing on bank with initial lead of 10M and lift of 2.00m in Hard stiff clay, stiff Blackcotton soil , Hard red earth , shales , Murrams and earth mixed with small size boulders etc as per SS 20B as per TWAD Schedule of Rate.
Laying of 63mm PVC pipe
Laying of50mm GI Pipe
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after the pipes and specials are laid and tested.
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}
Eswaran (BID ID -1076830)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .