Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | ₹11.6 L | L1 | Accepted-AOC Bid Value Amount is Less |
| 2 | L2₹12.3 L+₹61,305.50 (5.26%)Rejected-Finance | ₹12.3 L+₹61,305.50 (5.26%) | L2 | Rejected-Finance Bid Value Amount is Above |
| Sl No | Description | Qty | Unit | DIAMONDENGINEERING/T.VINOTHKUMAR L2 | V.RANI L1 |
|---|---|---|---|---|---|
| 1.00 | Geoligical survey report inculding all other charage etc., complete | 2 | Nos | 2,550 ₹5,100 | 2,500 ₹5,000 Lowest |
| 2.00 | Drilling of 150 mm bore well in Hard rock formation using rig including Erection of casing pipes,transportation and fuel charges of Rig to site and all labour charges etc complete. Borewell up to 150 M | 290 | M | 350 ₹1,01,500 | 330 ₹95,700 Lowest |
| 2.01 | Borewell above 150 m | 35 | M | 370 ₹12,950 | 360 ₹12,600 Lowest |
| 3.00 | Supply and delivery of 150mmDia blue plain PVC casing pipe(CM) as per standard specification | 54 | M | 460 ₹24,840 | 457 ₹24,678 Lowest |
| 4.00 | 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 | 54 | M | 460 ₹24,840 | 455 ₹24,570 Lowest |
| 5.00 | Earth work excavation for foundation 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. | 9.5 | M3 | 265 ₹2,517.5 | 260 ₹2,470 Lowest |
| 6.00 | Plain Cement Concrete 1:5:10 Mix (one part cement, four part 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 | 5,400 ₹8,100 | 5,300 ₹7,950 Lowest |
| 7.00 | Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.Plain surface | 15.5 | M2 | 720 ₹11,160 | 710 ₹11,005 Lowest |
| 7.01 | Circular column | 17 | M2 | 1,250 ₹21,250 | 1,245 ₹21,165 Lowest |
| 8.00 | Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications | 4 | M3 | 8,400 ₹33,600 | 8,370 ₹33,480 Lowest |
Tender Value
₹14 L
EMD Value
₹14,000
Closing Date
13 Aug 2026, 3:00 pmClosed
Executive Officer
Boothipuram Town Panchayat
State Disaster Response Fund 2026 2027 Providing Borewell 2nos and Flushing Old Borewell 5 Nos and Construction of mini power pump 3Nos at Veeruchinnamal Puram Main road 1 No Townpanchayat office road 1No Theni main Road 1No in Boothipuram Town Pan
2026_DTP_691919_1
176-1/2026
Open Tender
Civil Works - Water Works
Works
180 days
Boothipuram Town Panchayat
As per Tender Document
3 documents required · 3 mandatory
₹0
₹14,000
Yes
Boothipuram Town Panchayat
13 Aug 2026
7 Aug 2026
13 Aug 2026
7 Aug 2026
13 Aug 2026
7 Aug 2026
7 Aug 2026 - 10 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Geoligical survey report inculding all other charage etc., complete | 2 | Nos | - | - |
| 2 | Drilling of 150 mm bore well in Hard rock formation using rig including Erection of casing pipes,transportation and fuel charges of Rig to site and all labour charges etc complete. Borewell up to 150 M | 290 | M | - | - |
| 2.01 | Borewell above 150 m | 35 | M | - | - |
| 3 | Supply and delivery of 150mmDia blue plain PVC casing pipe(CM) as per standard specification | 54 | M | - | - |
| 4 | 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 | 54 | M | - | - |
| 5 | Earth work excavation for foundation 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. | 9.5 | M3 | - | - |
| 6 | Plain Cement Concrete 1:5:10 Mix (one part cement, four part 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 | - | - |
| 7 | Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.Plain surface | 15.5 | M2 | - | - |
| 7.01 | Circular column | 17 | M2 | - | - |
| 8 | Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications | 4 | M3 | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 0.03 MB
Tendernotice_2.pdf
PDF • 0.30 MB
BOQ_831958.xls
BOQ • 0.30 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 .