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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC TUTICORIN | TUTICORIN | TAMIL NADU | 626202 | ₹19.5 L | L1 | Accepted-AOC Lowest Rate |
| 2 | L2₹20.6 LRejected-AOC | ₹20.6 L | L2 | Rejected-AOC Highest Rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical NO 4ARUN AVENUE SIVANATHA NAGAR K PUDHUR MADURAI 625 007 | MADURAI | TAMIL NADU | 625007 | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | Ramesh Enterprises L1 | AALAMUDAIYAAR CONSTRUCTIONS PVT LTD L3 | Karuppasamy L4 | IYYASAMY CONTRACTORS L2 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of 60000 litre capacity OHT ( 12 M stage ) at Varthagareddipatti in Varthagareddipatti Panchayat. | |||||||
| 2.00Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete | |||||||
| 3.00 | First depth of 2m for column foundation | 62.72 | cum | 288 ₹18,063.36 | 263 ₹16,495.36 | 263 ₹16,495.36 | 263 ₹16,495.36 |
| 4.00 | Second depth of 2m for column foundation | 3.14 | cum | 232 ₹728.48 | 279 ₹876.06 | 279 ₹876.06 | 279 ₹876.06 |
| 5.00 | Sand filling for foundation with M Sand sand including consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge | 3.14 | cum | 1,600 ₹5,024 | 1,817 ₹5,705.38 | 1,817 ₹5,705.38 | 1,817 ₹5,705.38 |
| 6.00 | Plain Cement concrete 1:4:8 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. | 3.14 | cum | 4,788 ₹15,034.32 | 5,417 ₹17,009.38 | 5,417 ₹17,009.38 | 5,417 ₹17,009.38 |
| 7.00RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board officers. | |||||||
| 8.00From G.L upto 4.50m depth | |||||||
| 9.00 | (i) below 1.50m to 4.50m depth from G.L for Footing | 9.28 | cum | 9,651 ₹89,561.28 | 9,294 ₹86,248.32 | 9,294 ₹86,248.32 | 9,294 ₹86,248.32 |
| 10.00 | Below G.L upto 1.50m depth for column & G.L brace | 2.53 | cum | 8,900 ₹22,517 | 9,155 ₹23,162.15 | 9,155 ₹23,162.15 | 9,155 ₹23,162.15 |
Tender Value
₹22.5 L
EMD Value
₹22,530
Closing Date
3 Mar 2026, 3:00 pmClosed
Special Officer, Varthagareddipatti Panchayat
Panchayat Union Office Thoothukudi
Costruction of 60000 litre OHT ( 12M stage )at Ramanathapuram in Varthagareddipatti Panchayat.
2026_RDTN_667056_1
Varthagareddipatti 01/2026 Dated 25.02.2026
Open Tender
Civil Works - Water Works
120 days
Panchayat Union Office Thoothukudi
Technical Qualification
3 documents required · 3 mandatory
₹0
₹22,530
Yes
Panchayat Union Office Thoothukudi
12 Jun 2026
26 Feb 2026
3 Mar 2026
26 Feb 2026
3 Mar 2026
26 Feb 2026
27 Feb 2026
Construction of 60000 litre capacity OHT ( 12 M stage ) at Varthagareddipatti in Varthagareddipatti Panchayat.
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
First depth of 2m for column foundation
Second depth of 2m for column foundation
Sand filling for foundation with M Sand sand including consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge
Plain Cement concrete 1:4:8 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.
RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board officers.
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 7.32m ht., from G.L for column & brace
Above 7.32m to 10.98m ht., from G.L for column & brace
Above 10.98m to 14.64m ht., from G.L for column
Above 14.64m ht., to 18.30m ht., for roof slab & side wall
Supplying and erecting stee centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS angles of size 25mm×25mm×3mm of boarding, laid oversilver oak joints of size 10cm × 6.5cm speced as 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., completed and as directed by officers.
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 9.30m 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 0 to 3.30m ht from floor level for side wall
From 11.30 m to 12.30m ht from floor level for side wall & roof slab sides
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putt
Provision for MS Ladder and Hand rails for 60000 litres - 12m Staging Height Service Reservoirs (vide separate sheet)(89000+27000)
Supplying and fixing in position of 0.60 x 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed. The manhole frame and cover should be of light duty and confirming to IS: 1726-1974 (33kg)
Provision for pipe connection arrangements for lnlet, outlrt, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below.
65mm Φ GI pipes -Outlet
65mm dia GI Tee
65mm dia GI Bend
65mm dia GI Coupler
65mm dia GI Union
65mm dia GI Elbow
65mm dia GM Gate Valve
Provision for pipe line arrangements
Earth work excavation for Narrow trench in all soils such as red earth, hard stiff clay soil, stiff black cotton soil, hard red earth,shales, murrams, gravel, hard rock not requiring blasting ete complete for pipe laying
Supply and delivery of 63mm PVC 4 ksc pipe including cost and conveyance of all labour charges etc complete
Lowering PVC rigid pipes and specials into trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
Refilling the excavated earth into the trench after laying pipe line including all labour charges etc complete
Supply and Delivery of GI pipe Specials including cost and coveyance of all charges etc complete
50mm GI pipe
50mm GI Elbow
50mm GI Flange set
50mm GM gate valve
50mm Non Return valve
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}
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