Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC | ₹20.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹22.4 L+₹2.4 L (11.9%)Rejected-AOC NO 8 BHARATHIYAR STREET K K NAGAR ALAVANDAN GANDHI NAGAR MADURAI 625 020 | MADURAI | MADURAI | TAMIL NADU | 625020 | ₹22.4 L+₹2.4 L (11.9%) | L2 | Rejected-AOC L2 |
| 3 | L3₹23.8 L+₹3.8 L (18.9%)Rejected-AOC | ₹23.8 L+₹3.8 L (18.9%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RAMAR C L3 | RAVEENDRAKUMAR R L2 | K.M.Samy Constructions L1 |
|---|---|---|---|---|---|---|
| 1.01 | Cutting the existing CC surface etc.. | 14 | M2 | 1,186.45 ₹16,610.24 | 1,116.4 ₹15,629.6 | 997.8 ₹13,969.2 Lowest |
| 2.01 | C.I. SPUN PIPES AS PER IS 1536/2001 Amendment No.3.July 2008(350mm)WD-M0437 | 87 | m | 7,673.23 ₹6,67,570.58 | 7,220.2 ₹6,28,157.4 | 6,453 ₹5,61,411 Lowest |
| 3.01 | SUPPLY OF C.I.D.JOINTS AS PER IS 8794 / 1988 (350mm)WD-M0417 | 8 | No's | 3,061.06 ₹24,488.48 | 2,880.3 ₹23,042.4 | 2,574.3 ₹20,594.4 Lowest |
| 4.01 | Earth work excavation and depositing on bank
with initial lead of 10m and lift of 2.00m in narrow
trenches for laying of pipes for water supply and
sewerage works in the following types of soil
strata as directed by departmental officers | 405 | m3 | 334.03 ₹1,35,280.76 | 314.3 ₹1,27,291.5 | 280.9 ₹1,13,764.5 Lowest |
| 5.01 | Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including
removing the sheet piles after the pipelines are laid,
jointed, tested, and stacking it safely for other uses. It
includes the cost of sheet piles and casurina poles
including labour charges for erecting the sheet piles,
driving the sheet piles, removing the sheet piles, fixing
Casurina poles, etc., complete and all other incidental
charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii)
0-5mts., (iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. | 174 | M | 2,899.59 ₹5,04,528.68 | 2,728.4 ₹4,74,741.6 | 2,438.5 ₹4,24,299 Lowest |
| 6.01 | Lowering of C.I Pipes and specials in the
trenches and laying to proper grade and
alignment and as directed by the TWAD
Officers. | 87 | m | 57.21 ₹4,977.27 | 53.8 ₹4,680.6 | 48.1 ₹4,184.7 Lowest |
| 7.01 | Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement etc., complete. | 405 | m3 | 24.38 ₹9,871.97 | 22.9 ₹9,274.5 | 20.5 ₹8,302.5 Lowest |
| 8.01 | Restoring the cc road road surface by spreading Sand filling, filling gravel and WMM over a layer of 30 cm thick gravel and providing premix carpet with seal coat type 'A' including cost of all materials etc. complete 10m2 | 131 | m3 | 4,282.03 ₹5,60,946.23 | 4,029.2 ₹5,27,825.2 | 3,601.1 ₹4,71,744.1 Lowest |
| 9.01 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (MSand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard
specification - 100CFT | 6 | m3 | 7,243.53 ₹43,484.15 | 6,815.8 ₹40,916.39 | 6,091.7 ₹36,569.5 Lowest |
| 10.01 | Plastering with cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 10mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 24 | m2 | 302.86 ₹7,269.08 | 285 ₹6,840.46 | 254.7 ₹6,113.21 Lowest |
Tender Value
₹28.0 L
EMD Value
₹27,961
Closing Date
12 Aug 2026, 3:00 pmClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai, Thallakulam, Madurai.
Changing the existing damaged drainage line and repairing existing manholes at north masi street in ward no 52.
2026_MAWS_689060_1
E2/ EST NO 16 /25-26
Open Tender
Civil Works
Lump-sum
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹27,961
2 Sept 2026
28 Jul 2026
12 Aug 2026
28 Jul 2026
12 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Cutting the existing CC surface etc.. | 14 | M2 | - | - |
| 2.01 | C.I. SPUN PIPES AS PER IS 1536/2001 Amendment No.3.July 2008(350mm)WD-M0437 | 87 | m | - | - |
| 3.01 | SUPPLY OF C.I.D.JOINTS AS PER IS 8794 / 1988 (350mm)WD-M0417 | 8 | No's | - | - |
| 4.01 | Earth work excavation and depositing on bank
with initial lead of 10m and lift of 2.00m in narrow
trenches for laying of pipes for water supply and
sewerage works in the following types of soil
strata as directed by departmental officers | 405 | m3 | - | - |
| 5.01 | Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including
removing the sheet piles after the pipelines are laid,
jointed, tested, and stacking it safely for other uses. It
includes the cost of sheet piles and casurina poles
including labour charges for erecting the sheet piles,
driving the sheet piles, removing the sheet piles, fixing
Casurina poles, etc., complete and all other incidental
charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii)
0-5mts., (iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. | 174 | M | - | - |
| 6.01 | Lowering of C.I Pipes and specials in the
trenches and laying to proper grade and
alignment and as directed by the TWAD
Officers. | 87 | m | - | - |
| 7.01 | Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement etc., complete. | 405 | m3 | - | - |
| 8.01 | Restoring the cc road road surface by spreading Sand filling, filling gravel and WMM over a layer of 30 cm thick gravel and providing premix carpet with seal coat type 'A' including cost of all materials etc. complete 10m2 | 131 | m3 | - | - |
| 9.01 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (MSand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard
specification - 100CFT | 6 | m3 | - | - |
| 10.01 | Plastering with cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 10mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 24 | m2 | - | - |
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 • 0.49 MB
updoc.pdf
Tender Documents • 0.89 MB
BOQ_828292.xls
BOQ • 0.23 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 .