Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 LAccepted-AOC | ₹4.7 L | 1 | Accepted-AOC Bidder Quoted value Less than the estimate rate |
| 2 | 2₹4.7 LRejected-Finance | ₹4.7 L | 2 | Rejected-Finance Bidder Quoted value more than the estimate rate |
| Sl No | Description | Qty | Unit | A.ARUCHAMY L1 | M.Palanisamy L2 |
|---|---|---|---|---|---|
| 1.00 | Geophysical Survey Charges for locating bore well drilling etc., Complete. | 1 | 1 No | 2,500 ₹2,500 | 2,600 ₹2,600 |
| 2.00Drilling of 150mm Vertical bores in hard rock areas to the required depth as directed by Departmental officers including labour charges for inserting cassing pipe assembling in the drilled holes including welding the jointing if neccesssary grouting the cassing pipe etc., and including transportation charges for the rig and supporting vechiles from one place to another | |||||
| 2.01 | Upto 150M below GL | 150 | 1 M | 330 ₹49,500 | 333 ₹49,950 |
| 2.02 | From 150M to 180M | 30 | 1 M | 360 ₹10,800 | 362 ₹10,860 |
| 2.03 | From 181 M to 210 M | 30 | 1 M | 420 ₹12,600 | 423 ₹12,690 |
| 2.04 | From 211 M to 240 M | 30 | 1 M | 500 ₹15,000 | 505 ₹15,150 |
| 2.05 | From 241 M to 270 M | 15 | 1 M | 600 ₹9,000 | 605 ₹9,075 |
| 3.00 | Supplying, Delivery and erection of pvc 150mm non presure casing pipe of 6mm thick in the bore well at topm level in a possition of projecting of 0.30m above ground level including Inserting Charges,conveyeince of all items in site cost of labour charges and with one supprotiong vechile etc., complete as per standered specifications. | 18 | 1 M | 819 ₹14,742 | 820 ₹14,760 |
| 4.00 | Supply and Delivery of the 50mm dia UPVC Column Pipe with ISI make etc., complete as per standard specification. | 240 | 1 Rm | 310 ₹74,400 | 312 ₹74,880 |
| 5.00 | 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 % | 1 | 1 Nos | 79,610 ₹79,610 | 80,000 ₹80,000 |
Tender Value
₹5.1 L
EMD Value
₹10,200
Closing Date
28 Nov 2025, 3:00 pmClosed
Commissioner
Tiruppur City Municipal Corporation Office Municipal Office Road, Tiruppur.
Drilling of New Borewell and Erection of New Submersible Pumpset UPVC Pipe Cable and Laying of Distribution Pipe Line at Mahalakshmi Nagar area in ward No 46
2025_MAWS_623137_1
322 / 2025-26 / Z3 / EE, TCMC.,
Open Tender
Civil Works - Water Works
90 days
Tiruppur City Municipal Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,200
23 Feb 2026
14 Nov 2025
28 Nov 2025
14 Nov 2025
28 Nov 2025
14 Nov 2025
Geophysical Survey Charges for locating bore well drilling etc., Complete.
Upto 150M below GL
From 150M to 180M
From 181 M to 210 M
From 211 M to 240 M
From 241 M to 270 M
Supplying, Delivery and erection of pvc 150mm non presure casing pipe of 6mm thick in the bore well at topm level in a possition of projecting of 0.30m above ground level including Inserting Charges,conveyeince of all items in site cost of labour charges and with one supprotiong vechile etc., complete as per standered specifications.
Supply and Delivery of the 50mm dia UPVC Column Pipe with ISI make etc., complete as per standard specification.
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 %
Supply and Delivery of PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER
Labour charges for the erection of 7.50HP submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.
Supply and fixing of TNEB meter board suitable for 32A single phase service connection with 32A fuse unit (500V) 32A neutral link and earthlink (1"x1/8"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 with 1 No 40 Amp 30 MA Double Pole RCD / RCCB (Lower End) with suitable necessary connection
Supply and Fixing of 32A fuse unit (500V) as per Standard Specifications
Supply and run of 4 of 4sq.mm PVC insulated SC unsheathed FRLS copper conductor of 1100V grade on 7/20 GI bearer wire for service connection mains
Supply and run of 4 of 4sq.mm PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in 25mm dia GI pipe (Class 'B') bent at both ends with necessary angle iron up right and end supports for mains
Earthwork excavation for Narrow Trenches (having less than 0.60m width) in all soils and sub soils except in hard rock requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m inclusive of shoring, shuttering, bailing out water wherever necessary, refilling the foundation with excavated earth other than sandy soil in layers of not more than 150mm thick layers well rammed and depositing the surplus earth within the compound in place shown by the departmental officers and clearing and levelling the site etc,. complete.
63mm dia PVC Pipe
50mm dia GI Elbow
50mm dia GI Bend
50mm dia GI Union
50mm dia GM Non return valve
50mm dia GM Gate valve
63mm PVC Elbow
63mm PVC Tee
63mm PVC Bend
63mm PVC Coupler
63mm PVC End cap
63mm PVC MTA
PVC Adhesive (solution)
63mm dia PVC Pipe
Add G.S.T. @ 18%
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
Tendernotice_1.pdf
PDF • 2.35 MB
BOQ_745135.xls
BOQ • 0.35 MB
01_Conditions.pdf
Tender Documents • 0.91 MB
Download all tender documents and submit your bid