Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹116.5 CrAccepted-AOC PLAT NO 943 54TH STREET T V S COLONY ANNANAGAR WEST EXTENSION CHENNAI PIN 600 101 | CHENNAI | CHENNAI | TAMIL NADU | 600101 | ₹116.5 Cr | L1 | Accepted-AOC Work Order Issued on 03.10.2025 |
| 2 | L2₹132.3 Cr+₹15.8 Cr (13.6%)Rejected-Finance | ₹132.3 Cr+₹15.8 Cr (13.6%) | L2 | Rejected-Finance Above in Estimate Rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bidder not full filled the Bid Document Conditions |
| 4 | Rejected-Technical 1148 E SYKES EXTENSION KOLHAPUR 416001 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416001 | - | - | Rejected-Technical Bidder not full filled the Bid Document Conditions |
| 5 | Rejected-Technical R 7 10 RAJ NAGAR GHAZIABAD GHAZIABAD GHAZIABAD UTTAR PRADESH 201002 | GHAZIABAD | UTTAR PRADESH | 201002 | - | - | Rejected-Technical Bidder not full filled the Bid Document Conditions |
| Sl No | Description | Qty | Unit | ECO PROTECTION ENGINEERS PVT LTD L1 | AYYAPPA INFRA PROJECTS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Schedule - 1 - Collection System
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size of boulders as directed by Departmental engineer.
0 to 2.0m depth | 1,89,716.6 | M³ | 517 ₹9,80,83,482.2 | 292 ₹5,53,97,247.2 Lowest |
| 2.00 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size of boulders as directed by Departmental engineer.
2.0 to 3.0m depth | 31,635 | M³ | 540 ₹1,70,82,900 | 305 ₹96,48,675 Lowest |
| 3.00 | Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
3 to 4m depth | 12,150.6 | M³ | 785 ₹95,38,221 | 444 ₹53,94,866.4 Lowest |
| 4.00 | Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
4 to 5m depth | 2,653.8 | M³ | 845 ₹22,42,461 | 478 ₹12,68,516.4 Lowest |
| 5.00 | Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
6 to 7m depth | 196.8 | M³ | 831 ₹1,63,540.8 | 470 ₹92,496 Lowest |
| 6.00 | 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 as directed by the Engineer in charge.
0 to 2.0m depth | 20,510 | M2 | 511 ₹1,04,80,610 Lowest | 3,868 ₹7,93,32,680 |
| 7.00 | Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 200mm dia. | 1,08,569 | RM | 861 ₹9,34,77,909 | 528 ₹5,73,24,432 Lowest |
| 8.00 | Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 250mm dia. | 2,337 | RM | 1,364 ₹31,87,668 | 837 ₹19,56,069 Lowest |
| 9.00 | Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 300mm dia. | 1,258 | RM | 1,991 ₹25,04,678 | 1,222 ₹15,37,276 Lowest |
| 10.00 | Supply and delivery of HDPE pipes for sewerage PE 100 PN6 conforming to IS : 14333/1996 (ammended in 2009) - 355mm | 607 | RM | 8,620 ₹52,32,340 | 5,288 ₹32,09,816 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.1 Cr
Closing Date
29 Aug 2025, 3:00 pmClosed
Commissioner
Municipal Office, Anna Nagar, Salem Main Road, Kallakurichi, Kallakurichi District
Providing Under Ground Sewerage System (Collection System), Operation and Maintenance for 5 Years of UGSS Collection System in Kallakurichi Municipality
2025_MAWS_587356_1
2226/2021/E2
Open Tender
Civil Works
Works
3103 days
Kallakurichi Municipal Limit
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹1.1 Cr
Kallakurichi Municipal Office
15 Sept 2026
31 Jul 2025
29 Aug 2025
31 Jul 2025
29 Aug 2025
12 Aug 2025
11 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Schedule - 1 - Collection System
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size of boulders as directed by Departmental engineer.
0 to 2.0m depth | 1,89,716.6 | M³ | 256.99 | ₹4,87,55,269.03 |
| 2 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size of boulders as directed by Departmental engineer.
2.0 to 3.0m depth | 31,635 | M³ | 268.6 | ₹84,97,161 |
| 3 | Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
3 to 4m depth | 12,150.6 | M³ | 390.4 | ₹47,43,594.24 |
| 4 | Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
4 to 5m depth | 2,653.8 | M³ | 420.37 | ₹11,15,577.91 |
| 5 | Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
6 to 7m depth | 196.8 | M³ | 413.62 | ₹81,400.42 |
| 6 | 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 as directed by the Engineer in charge.
0 to 2.0m depth | 20,510 | M2 | 3,407.81 | ₹6,98,94,183.1 |
| 7 | Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 200mm dia. | 1,08,569 | RM | 465.2 | ₹5,05,06,298.8 |
| 8 | Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 250mm dia. | 2,337 | RM | 737.1 | ₹17,22,602.7 |
| 9 | Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc., complete as per standard specifications. - 300mm dia. | 1,258 | RM | 1,076.3 | ₹13,53,985.4 |
| 10 | Supply and delivery of HDPE pipes for sewerage PE 100 PN6 conforming to IS : 14333/1996 (ammended in 2009) - 355mm | 607 | RM | 4,659.5 | ₹28,28,316.5 |
stage.html
html • 0.05 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 • 0.04 MB
Tenderdocument.pdf
Tender Documents • 1.73 MB
Tenderdocument_2.pdf
Tender Documents • 3.09 MB
BOQ.xls
BOQ • 0.53 MB
Tenderdocument_3.pdf
Tender Documents • 17.05 MB
Tenderdocument_4.pdf
Tender Documents • 27.10 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 .