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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC | 1 | Accepted-AOC qualifed | |
| 2 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | KIRUBAKARAN V H1 |
|---|---|---|---|---|
| 1.00 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 4 | m3 | 168.08 ₹672.32 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part Crushed Stone Sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 1.5 | m3 | 4,773.65 ₹7,170.02 Lowest |
| 3.00 | Conduction geophysical survey quality and quantity test an transportation charges etc., (Rate as adopted by TWAD board) | 2 | no | 2,500 ₹5,000 Lowest |
| 4.00 | Supply and fixing of 200 mm dia PVC With Slotting casing pipe as IS 12818/1992 Including cost and conveyance to the site etc. completeTWAD SOR P{39) | 96 | m | 1,113.2 ₹1,06,867.2 Lowest |
| 5.00 | 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) | 240 | M | 295 ₹70,800 Lowest |
| 6.00 | Labour Charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the executive engineers of TWAD Board | 96 | m | 369.6 ₹35,481.6 Lowest |
| 7.00 | Supply and delivery of Single phase submersible pump set suitable 150mm dia Borewell with ISI mark IS 8034 Without pannel board of 20 lpm x 100m head etc complete | 2 | No | 32,733 ₹65,466 Lowest |
| 8.00 | Supply and delivery of Single phase pannel board suitable for 2.HP submersible motor with DOL with two level guard and auto start etc. complete | 2 | No | 7,635 ₹15,270 Lowest |
| 9.00 | Supplying and Delivery and Fixing of 1000liter Capacity H.D.P.E tank as per IS No: 12701/1996 Including Loading And Unloading Charges For Fixing of G.I Pipes and Specials for Pipe Connection works Including Cutting Therding and Fixing Charges etc Complete As per Std Speciations. | 2 | No | 8,111 ₹16,222 Lowest |
| 10.00 | Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements and labour charges etc., | 2 | No | 9,072 ₹18,144 Lowest |
Tender Value
₹6.5 L
EMD Value
₹13,000
Closing Date
7 Oct 2025, 3:00 pmClosed
Executive Officer, Thiruvalam Town Panchayat
Executive Officer Thiruvalam Town Panchayat Vellore District
15th Finance Commission Tied Grant 2025-2026 Borewll with Mini Power Pump and pipe line Extension Ward No 15 Thirumagal 2nd street Ward No 01 Sitherikodi in Thiruvalam Town Panchayat
2025_DTP_609988_1
219/2025
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
180 days
Thiruvalam Town Panchayat
Class II above
3 documents required · 3 mandatory
₹1,770
₹13,000
5 Nov 2025
29 Sept 2025
7 Oct 2025
29 Sept 2025
7 Oct 2025
29 Sept 2025
29 Sept 2025 - 7 Oct 2025
Amount
Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Plain Cement Concrete 1:4:8 Mix (one part cement, four part Crushed Stone Sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Conduction geophysical survey quality and quantity test an transportation charges etc., (Rate as adopted by TWAD board)
Supply and fixing of 200 mm dia PVC With Slotting casing pipe as IS 12818/1992 Including cost and conveyance to the site etc. completeTWAD SOR P{39)
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)
Labour Charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the executive engineers of TWAD Board
Supply and delivery of Single phase submersible pump set suitable 150mm dia Borewell with ISI mark IS 8034 Without pannel board of 20 lpm x 100m head etc complete
Supply and delivery of Single phase pannel board suitable for 2.HP submersible motor with DOL with two level guard and auto start etc. complete
Supplying and Delivery and Fixing of 1000liter Capacity H.D.P.E tank as per IS No: 12701/1996 Including Loading And Unloading Charges For Fixing of G.I Pipes and Specials for Pipe Connection works Including Cutting Therding and Fixing Charges etc Complete As per Std Speciations.
Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements and labour charges etc.,
Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required
a. 32 mm GI pipe medium (B class)
b. 32 mm PVC pipe
c. 32mm GI Bend
d. 32mmGI Flange set
e.32 mm MS clamp set
f. 32mm GM Non- return valve
g. 32 mm GI coupling
f. 32 mm GM Gate valve
h. 2.5 sqm flat copper submersible cable
i. Fuse carrier 32A, 415V
j. Isolater 4p, 40A, 415v
Nylone rope
Labour charges for the erection of up to 2HP submersible pump set in the deep bore well including fixing and jointing submersible cable with Proper clamps upt to the starter to required depth and also fixing of riser pipes, valves erection, erection of Panel board consisting of TPICN switches and laying & jointing the cables and twin earthing asper IE rules, etc complete.
Brick Work in Cement Mortar 1:5 Mix (one cement, five sand) using new best II Class Bricks of size ( 9” x 4 3/8” x 23/4 “ )from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Plastering in Cement Mortar 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Painting the walls with two coats of exterior plastic emulsion paint over base coat as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications.
Earth work Excavation For Pipe Line Works having bed width of 1.25 m and Below on linear measurement basis as per TWAD Specification
Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
Refilling For Pipe Line Works having bed width of 1.25 m and Below on linear measurement basis as per TWAD Specification
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