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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC aoc |
| 2 | L2₹2.3 L+₹27,144.20 (13.2%)Rejected-Finance | ₹2.3 L+₹27,144.20 (13.2%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | C KUMAR L2 | N. MUTHAMIZH SELVAN L1 |
|---|---|---|---|---|---|
| 1.00 | Conducting Geo Physical survey test Reports | 1 | Nos | 4,500 ₹4,500 | 4,000 ₹4,000 Lowest |
| 2.00Drilling of 150mm dia borewell in hard rock area anywhere in Pudukkottai District in the place shown by the officers including transportation of Rig and supporting vehicle from one place to another place including fuel, labour, etc completed | |||||
| 2.01 | a.Loose Soil | 24 | 1M | 410 ₹9,840 | 398 ₹9,552 Lowest |
| 2.02 | b.Hard rock | 90 | 1M | 450 ₹40,500 | 430 ₹38,700 Lowest |
| 3.00 | Supply and errection of 150mm casing pipe as per IS 12818/1992 including all labour charges etc., complete. | 24 | RM | 790 ₹18,960 | 765 ₹18,360 Lowest |
| 4.00 | Borecap using M.S. Flat of size 10mm x3mm M.S. Sheet on top with Bolting arrangements for securing the cap in position (Bore caps with MS Couplings) need not be made. | 1 | No | 671.02 ₹671.02 Lowest | 671.02 ₹671.02 Lowest |
| 5.00 | Construction of pedestal tank support wall size 1.40m dia x 0.60m height of brick work in CM 1:5 using country brick of size 8 3/4 x 4 1/4 x 2 1/4 as per TWAD Board type design including painting two coats and name board lettering etc., complete | 1 | No | 11,537 ₹11,537 Lowest | 11,537 ₹11,537 Lowest |
| 6.00 | Supply, delivery and fixing of HDPE Tank with ISI marking (1000 liter capacity) including transportation, fixing etc., complete | 1 | No | 8,435.5 ₹8,435.5 Lowest | 8,435.5 ₹8,435.5 Lowest |
| 7.00 | Construction of pedestal for K150K with size 0.75 x 0.45 x 1.80 in an using bricks of size 8 3/4 x 4 3/4 x 2 1/4 as per TWAD Board type design including painting etc., complete. | 1 | No | 2,500 ₹2,500 Lowest | 2,500 ₹2,500 Lowest |
| 8.00 | Supply and delivery of MS KISOK box size 0.75 x 0.45 x0.75 for fixing meter board, switch board with lock and key arrangements including painting two coats | 1 | No | 9,623.6 ₹9,623.6 Lowest | 9,623.6 ₹9,623.6 Lowest |
Tender Value
Refer Docs
EMD Value
₹5,000
Closing Date
23 Feb 2026, 3:00 pmClosed
EXECUTIVE OFFICER,ANNAVASAL TOWN PANCHAYAT
EXECUTIVE OFFICER,ANNAVASAL TOWN PANCHAYAT
Providing borewell with minitank Ward No 03 near vattangkachery in Annavasal TP Pudukkottai district
2026_DTP_652209_1
230/A1/2026
Open Tender
Civil Works
Works
30 days
EXECUTIVE OFFICER, ANNAVASAL TOWN PANCHAYAT
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹5,000
Yes
18 Mar 2026
6 Feb 2026
23 Feb 2026
6 Feb 2026
23 Feb 2026
6 Feb 2026
Conducting Geo Physical survey test Reports
Drilling of 150mm dia borewell in hard rock area anywhere in Pudukkottai District in the place shown by the officers including transportation of Rig and supporting vehicle from one place to another place including fuel, labour, etc completed
a.Loose Soil
b.Hard rock
Supply and errection of 150mm casing pipe as per IS 12818/1992 including all labour charges etc., complete.
Borecap using M.S. Flat of size 10mm x3mm M.S. Sheet on top with Bolting arrangements for securing the cap in position (Bore caps with MS Couplings) need not be made.
Construction of pedestal tank support wall size 1.40m dia x 0.60m height of brick work in CM 1:5 using country brick of size 8 3/4 x 4 1/4 x 2 1/4 as per TWAD Board type design including painting two coats and name board lettering etc., complete
Supply, delivery and fixing of HDPE Tank with ISI marking (1000 liter capacity) including transportation, fixing etc., complete
Construction of pedestal for K150K with size 0.75 x 0.45 x 1.80 in an using bricks of size 8 3/4 x 4 3/4 x 2 1/4 as per TWAD Board type design including painting etc., complete.
Supply and delivery of MS KISOK box size 0.75 x 0.45 x0.75 for fixing meter board, switch board with lock and key arrangements including painting two coats
Supply and delivery single phase of the submersible pumpset 20LPM x 125m head of 1.5 HP including control pannel board etc., complete.
Supply and delivery of 2.50 sqmm pvc insulated and sheathed 3 cre flat coper cable conforming to IS -694/1990
Supply and delivery of 32mm UPVC - Column pipe for Submersible pumpset to a bore well class-5 (1 MPa or 10 Kg/Annexure VI Sno.177 D-(d)cm2 pressure ) Pressure)
Supply and run of 2 x 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains
Supply and fixing of TNEB meter board suitable for 32A single phase service connection with 32A fuse unit (500V) 32A neutral link and earth link (1" x 1/8" copper flat) on TW plank of size 375mm x 300mm x 19mm with supporting TW reepers of 1" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit
Supply and fixing of 32A DP switch of 500 v
Cost of Materials and labour charges for Mini power Pump works (as per list)
20mm GI Coupling
20mm H nipple
32mm GI Elbow
32mm GI union
32mm GM gate valve
20mm tap
32mm GI pipe
32 mm PVC pipe
Supply and fixing of Hose connection 32mm SS Color
Supply and fixing of 32mm MS clamp set
Cost and supply of 12mm nylon rope
Labour charges for the erection of submersible pumpsetin borewell/openwell including fixing and jointingsubmersible cable with proper clamps upto the starter torequired depth and also fixing of riser pipes to therequired depth valves erection clamps, pressure gaugesupto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter,Voltmeter, Ammeter, three pilot (indicating) lampscapacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IErules etc., complete and testing the pumpset and trailrun for 10 days
Earth work excavation and depositing on bank withinitial lead of 10 m and lift of 2 M in narrow trencheshaving bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following typ and, silt or other loose soil, wet sand or silt not underwater light black cotton soil, sandy loam and ordinarysoil.SS20B
Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement
Using of 32mm 10Ksc rigid PVC Pipes, lowering to trenches and laying to proper grade and alignment
Dadooing walls with Glazed tiles of sizes 300mm X 200mm X 6mm size of approved make and quality and colour Set in cement mortar 1:2 (One part of Cement and two part of Plastering Sand (P- Sand)) over 10 mm base layer plastering and pointing with white cement neatly as directed.
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