Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC 81 1 1 MUTHUKRISHNAPURAM 6TH STREET THOOTHUKUDI 628 002 | THOOTHUKUDI | THOOTHUKUDI | TAMIL NADU | 628002 | ₹12.0 L | L1 | Accepted-AOC Accepted |
| 2 | Rejected-Technical TAMIL NADU | CHENNAI | TAMIL NADU | 600101 | - | - | Rejected-Technical Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | Subburam L2 | Muthu Ramalingam L3 | SELVAN AND CO L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). | 19 | Cum | 200 ₹3,800 Lowest | 200 ₹3,800 Lowest | 255 ₹4,845 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Part of Cement, Four part of Fine Aggregate and Eight part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 3.5 | Cum | 5,500 ₹19,250 | 5,500 ₹19,250 | 5,402 ₹18,907 Lowest |
| 3.00 | Brick Work in CM 1:5 (One Cement & Five Fine Aggregate) mix using country bricks of size 8-3/4" x 4-1/4" x 2-3/4" size including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:31 | 28 | Cum | 7,200 ₹2,01,600 Lowest | 7,200 ₹2,01,600 Lowest | 7,270 ₹2,03,560 |
| 4.00 | Dadooing walls with following best approved quality, white / colour glazed tiles of 300mmx300mm set in Cement Mortar 1:2 (One Cement and Two Crushed stone sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers. | 65 | Sqm | 1,550 ₹1,00,750 | 1,650 ₹1,07,250 | 1,535 ₹99,775 Lowest |
| 5.00 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 7 | Sqm | 489 ₹3,423 | 489 ₹3,423 | 478 ₹3,346 Lowest |
| 6.00 | Plain Cement Concrete 1:2:4 mix (One Part of Cement, Two part of Fine Aggregate and Four part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 2.5 | Cum | 6,850 ₹17,125 | 6,890 ₹17,225 | 6,750 ₹16,875 Lowest |
| 7.00 | Plastering with CM 1:5 (One part of cement & five parts of sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:56&57 | 9 | Sqm | 280 ₹2,520 | 280 ₹2,520 | 275 ₹2,475 Lowest |
| 8.00 | Supply and run of 2 of 6sqmm (84/0.3) insulated SC unsheathed Cu.Cconductor of 1100V grade on 7/20 GI bearer wire for service connection mains. SD 58 ISI make with standard specification. | 100 | Rm | 315 ₹31,500 | 325 ₹32,500 | 305 ₹30,500 Lowest |
| 9.00 | Supply and run of 2 x 6sqmm (84/0.3) PVC insulated SC unsheathed Cu. 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. SD 71 ISI make with standard specification. | 15 | Rm | 730 ₹10,950 Lowest | 730 ₹10,950 Lowest | 735 ₹11,025 |
| 10.00 | Drilling of 150mm dia borewell dia Labour Charges for inserting casing pipes assembly (With slot or without slot ) in the drilled hole including welding the joint etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineer. | 300 | Rm | 330 ₹99,000 | 335 ₹1,00,500 | 320 ₹96,000 Lowest |
Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
13 Aug 2026, 3:00 pmClosed
EXECUTIVE OFFICER
EXECUTIVE OFFICER V.PUDUR TOWN PANCHAYAT
Providing Deep BoreWell,Mini PowerPump room and Water Supply Arrangements at WardNo.2,Paralatchi Salai,WardNo.3,New Colony,Ward No.5,Pathirakaliyamman Kovil Street,Ward No.11 Veerapandiyakattapomman Street,WardNo.15, NallamooppanarMadam in V.Pudur TP
2026_DTP_691640_1
155/2026
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
60 days
V.PUDUR TOWN PANCHAYAT
Refer Technical Conditions
2 documents required · 2 mandatory
₹0
₹15,000
Yes
V.PUDUR TOWN PANCHAYAT
21 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). | 19 | Cum | - | - |
| 2 | Plain Cement Concrete 1:4:8 mix (One Part of Cement, Four part of Fine Aggregate and Eight part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 3.5 | Cum | - | - |
| 3 | Brick Work in CM 1:5 (One Cement & Five Fine Aggregate) mix using country bricks of size 8-3/4" x 4-1/4" x 2-3/4" size including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:31 | 28 | Cum | - | - |
| 4 | Dadooing walls with following best approved quality, white / colour glazed tiles of 300mmx300mm set in Cement Mortar 1:2 (One Cement and Two Crushed stone sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers. | 65 | Sqm | - | - |
| 5 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 7 | Sqm | - | - |
| 6 | Plain Cement Concrete 1:2:4 mix (One Part of Cement, Two part of Fine Aggregate and Four part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 2.5 | Cum | - | - |
| 7 | Plastering with CM 1:5 (One part of cement & five parts of sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:56&57 | 9 | Sqm | - | - |
| 8 | Supply and run of 2 of 6sqmm (84/0.3) insulated SC unsheathed Cu.Cconductor of 1100V grade on 7/20 GI bearer wire for service connection mains. SD 58 ISI make with standard specification. | 100 | Rm | - | - |
| 9 | Supply and run of 2 x 6sqmm (84/0.3) PVC insulated SC unsheathed Cu. 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. SD 71 ISI make with standard specification. | 15 | Rm | - | - |
| 10 | Drilling of 150mm dia borewell dia Labour Charges for inserting casing pipes assembly (With slot or without slot ) in the drilled hole including welding the joint etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineer. | 300 | Rm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_831620.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 • 1.83 MB
BOQ_831620.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].