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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | ₹2.0 L | L1 | Accepted-AOC lowest bidder accepted and work order issued |
| 2 | Rejected-Technical 71 NORTH STREET VILLUPURAM | VILLUPURAM | TAMIL NADU | 604001 | - | - | Rejected-Technical Highest quoted rate bidder |
Tender Value
₹2.4 L
EMD Value
₹3,000
Closing Date
17 Aug 2026, 3:00 pmClosed
Executive Engnieer
TWAD Board RWS Division, No.3A, Chairman Govindarajulu street, Market Committee opp. Villupuram -605602
Drilling of New Borewell under CWSS to Alapakkam and 21 other habitations in villupuram district
2026_TWAD_693211_1
1/F.Drought/JDO/VPM.07.08.26
Open Tender
Civil Works
Percentage
Alapakkam
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3,000
25 Aug 2026
11 Aug 2026
18 Aug 2026
11 Aug 2026
17 Aug 2026
11 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Borewell - 1 No Oorani | - | - | - | - |
| 2 | Supply and delivery of clear water vertical wet type submersible pumpset suitable for 150mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continous rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 % | - | - | - | - |
| 3 | Pumpset - 100 lpm x 40m Head near Oorani | 1 | 1 mtr (One Meter) | 36,965 | ₹36,965 |
| 4 | Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit - Upto 60 m Depth ending below ground level | 38 | 1 mtr (One Meter) | 2,096.65 | ₹79,672.7 |
| 5 | Reaming 140/150 mm dia pilot bore to
300mm dia bore as directed by the TWAD
Board Officer- Upto 60 m depth ending below ground level | 38 | 1 mtr (One Meter) | 526.9 | ₹20,022.2 |
| 6 | Supply & delivery of following PVC casing pipe & specials as per IS 12818 / 2010 and as directed by TWAD Board officers at site. | - | - | - | - |
| 7 | 200mm dia CS Plain PVC Pipe | 25 | 1 mtr (One Meter) | 766.4 | ₹19,160 |
| 8 | 200mm dia RS Slotted PVC Pipe | 13 | 1 mtr (One Meter) | 1,314.9 | ₹17,093.7 |
| 9 | Supply and delivery of the following GI pipe as per standard IS 1239/PART II specifications and as directed by the TWAD Board Officers. | - | - | - | - |
| 10 | 80mm dia GI Medium Pipe | 35 | 1 mtr (One Meter) | 750.6 | ₹26,271 |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_833494.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_833494.xls
BOQ • 0.47 MB
BIDALAPAKKAM.pdf
Tender Documents • 0.44 MB
apakkamamendmentslip.pdf
PDF • 0.43 MB
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