Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 CrAccepted-AOC 1ST FLOOR NO 23 SEKKIZHAR STREET EXTN P T R ROAD B B KULAM MADURAI 625 002 | MADURAI | TAMIL NADU | 625002 | ₹8.9 Cr Quoted ₹9.2 Cr | L1 | Accepted-AOC 1st Lowest Tenderer |
| 2 | L2₹9.4 Cr+₹21.0 L (2.29%)Rejected-AOC | ₹9.4 Cr+₹21.0 L (2.29%) | L2 | Rejected-AOC 2nd Lowest Tenderer |
| Sl No | Description | Qty | Unit | M/s.AssociateBuilders L1 | SENTHIL BAALAAJI INFRA L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing Juliflora jungle without uprooting and disposing off the same and complete complying with standard specification and as directed by the Engineer in charge of work. | 32,000 | Square Metre | 8.1 ₹2,59,200 Lowest | 8.2 ₹2,62,400 |
| 2.00 | Earthwork excavating and depositing on bank with initial lead of 10m and initial lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., complete complying with standard specification as directed by the departmental officers. (For Foundation) | 500 | Cubic metre | 270 ₹1,35,000 Lowest | 275 ₹1,37,500 |
| 3.00 | SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting etc., complete complying with standard specification as directed by the departmental officers. (Narrow Cutting) | 200 | Cubic metre | 410 ₹82,000 Lowest | 420 ₹84,000 |
| 4.00 | Earthwork excavating and depositing on bank with initial lead of 10m and initial lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., complete complying with standard specification as directed by the departmental officers. (Open Excavation). | 12,331.9 | Cubic metre | 135 ₹16,64,806.5 Lowest | 140 ₹17,26,466 |
| 5.00 | SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting etc., complete complying with standard specification as directed by the departmental officers. | 1,789.75 | Cubic metre | 200 ₹3,57,950 Lowest | 210 ₹3,75,847.5 |
| 6.00 | Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10m and forming bund on either sides and depositing the earth on banks including jungle clearance etc., complete complying with standard specification as directed by the departmental officers. | 84,647 | Cubic metre | 55 ₹46,55,585 Lowest | 58 ₹49,09,526 |
| 7.00 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of flood bank from approved borrow area and transporting the same with a lead of 5KM MR + 1KM CT deploying earth moving machineries and Tippers including benching, formation of bund in layers of suitable thickness, depending upon type of compaction equipment deployed and not exceeded 23cm thickness, breaking clods, watering to Optimum moisture content (OMC) and compaction of each layers to 95 % of Procter density through deployment of appropriate compaction equipment (8-10 T) power roller / vibratory power roller/ short width (+0.90m width drum) power roller or vibratory power roller ensuring compaction of designed bund section also ensuring compaction of earth fill and side slopes through deployment of hydraulic excavators with steel plate fixtures attached to their booms/ heavy power roller capable of claiming 2.00(Horizontal):1.00(Vertical) slope including side slope complete complying with standard specification and as directed by the Engineer in charge of work. | 2,200 | Cubic metre | 180 ₹3,96,000 Lowest | 195 ₹4,29,000 |
| 8.00Providing and placing in position of plain Cement concrete of grade M10 using hard well graded aggregates with the nominal maximum size of coarse aggregate of 40mm weigh batching the ingredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 10 N/mm2 at 28days) including dewatering the placement site by bailing/pumping and by diverting wherever necessary; laying the concrete in layers of various thickness and in bays; compacting and finishing the surface with all leads and lifts; watering curing so as to attain the profile and strength specified in the approved drawing & specifications etc., complete as directed by the Engineer in charge of works and as per the technical specifications | |||||
| 8.01 | Below Ground Level 1.50m to 4.50m Below Ground Level | 168.9 | Cubic metre | 6,200 ₹10,47,180 Lowest | 6,300 ₹10,64,070 |
| 8.02 | Below Ground Level 1.50 m to 1.00m Above Ground level | 7 | Cubic metre | 6,000 ₹42,000 Lowest | 6,200 ₹43,400 |
Tender Value
Refer Docs
EMD Value
₹4.6 L
Closing Date
5 Mar 2026, 12:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer, WRD., Periyar Vaigai Basin Circle, PWD Campus, Tallakulam, Madurai - 625 002
Construction of Check dam across Palar River in Pottalpatti village near Surapatti of Melur taluk in Madurai District.
2026_WRD_669457_1
NIT No. 13 / D4 / C. 250 / 2026 / Dt. 27.02.2026
Open Tender
Civil Works
Lump-sum
365 days
Madurai
YES
6 documents required · 6 mandatory
₹0
₹4.6 L
Yes
13 Mar 2026
3 Mar 2026
5 Mar 2026
3 Mar 2026
5 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Juliflora jungle without uprooting and disposing off the same and complete complying with standard specification and as directed by the Engineer in charge of work. | 32,000 | Square Metre | - | - |
| 2 | Earthwork excavating and depositing on bank with initial lead of 10m and initial lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., complete complying with standard specification as directed by the departmental officers. (For Foundation) | 500 | Cubic metre | - | - |
| 3 | SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting etc., complete complying with standard specification as directed by the departmental officers. (Narrow Cutting) | 200 | Cubic metre | - | - |
| 4 | Earthwork excavating and depositing on bank with initial lead of 10m and initial lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., complete complying with standard specification as directed by the departmental officers. (Open Excavation). | 12,331.9 | Cubic metre | - | - |
| 5 | SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting etc., complete complying with standard specification as directed by the departmental officers. | 1,789.75 | Cubic metre | - | - |
| 6 | Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10m and forming bund on either sides and depositing the earth on banks including jungle clearance etc., complete complying with standard specification as directed by the departmental officers. | 84,647 | Cubic metre | - | - |
| 7 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of flood bank from approved borrow area and transporting the same with a lead of 5KM MR + 1KM CT deploying earth moving machineries and Tippers including benching, formation of bund in layers of suitable thickness, depending upon type of compaction equipment deployed and not exceeded 23cm thickness, breaking clods, watering to Optimum moisture content (OMC) and compaction of each layers to 95 % of Procter density through deployment of appropriate compaction equipment (8-10 T) power roller / vibratory power roller/ short width (+0.90m width drum) power roller or vibratory power roller ensuring compaction of designed bund section also ensuring compaction of earth fill and side slopes through deployment of hydraulic excavators with steel plate fixtures attached to their booms/ heavy power roller capable of claiming 2.00(Horizontal):1.00(Vertical) slope including side slope complete complying with standard specification and as directed by the Engineer in charge of work. | 2,200 | Cubic metre | - | - |
| 8Providing and placing in position of plain Cement concrete of grade M10 using hard well graded aggregates with the nominal maximum size of coarse aggregate of 40mm weigh batching the ingredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 10 N/mm2 at 28days) including dewatering the placement site by bailing/pumping and by diverting wherever necessary; laying the concrete in layers of various thickness and in bays; compacting and finishing the surface with all leads and lifts; watering curing so as to attain the profile and strength specified in the approved drawing & specifications etc., complete as directed by the Engineer in charge of works and as per the technical specifications | |||||
| 8.01 | Below Ground Level 1.50m to 4.50m Below Ground Level | 168.9 | Cubic metre | - | - |
| 8.02 | Below Ground Level 1.50 m to 1.00m Above Ground level | 7 | Cubic metre | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.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 • 1.73 MB
PreQualificationDocument.pdf
Additional Documents • 0.39 MB
BOQ_804418.xls
BOQ • 0.33 MB
TenderDocument.pdf
Tender Documents • 1.96 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 .