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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC 1ST FLOOR NO 23 SEKKIZHAR STREET EXTN P T R ROAD B B KULAM MADURAI 625 002 | MADURAI | TAMIL NADU | 625002 | ₹7.4 Cr Quoted ₹7.8 Cr | L1 | Accepted-AOC 1st Lowest Tenderer |
| 2 | L2₹8.0 Cr+₹13.1 L (1.67%)Rejected-AOC | ₹8.0 Cr+₹13.1 L (1.67%) | L2 | Rejected-AOC 2nd Lowest Tenderer |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technical Evaluation not qualified |
| Sl No | Description | Qty | Unit | M/s.AssociateBuilders L1 | KMS&CO L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing the juliflora jungle without uprooting and as directed by the departmental officers complete complying with specification. | 2,000 | Square metre | 8.5 ₹17,000 Lowest | 8.5 ₹17,000 Lowest |
| 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 sized boulders etc., complete complying with standard specification and as directed by the departmental officer.
(For Foundation) | 460 | Cubic metre | 270 ₹1,24,200 Lowest | 280 ₹1,28,800 |
| 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 and as directed by the departmental officer. (For Narrow Cutting) | 700 | Cubic metre | 420 ₹2,94,000 Lowest | 435 ₹3,04,500 |
| 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 sized boulders etc., complete complying with standard specification and as directed by the departmental officer. (Open Excavation) | 9,330 | Cubic metre | 135 ₹12,59,550 | 133 ₹12,40,890 Lowest |
| 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 and as directed by the departmental officer. (For open excavation) | 1,421 | Cubic metre | 200 ₹2,84,200 Lowest | 215 ₹3,05,515 |
| 6.00 | Earthwork deploying earth moving machinery for de-silting channels, depositing Channel and forming bund on either side and depositing the earth on banks and including sectioning and jungle clearance etc., complete complying with standard specification and as directed by the departmental officers. (Width more than 10m - For River Regradation) | 57,700 | Cubic metre | 48 ₹27,69,600 | 46 ₹26,54,200 Lowest |
| 7.00 | Water consolidation by Power Roller including hire charges complete complying with standard specification and as directed by the departmental officers. | 49,045 | Cubic metre | 48 ₹23,54,160 | 46 ₹22,56,070 Lowest |
| 8.00 | 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. | 3,320 | Cubic metre | 190 ₹6,30,800 | 180 ₹5,97,600 Lowest |
| 9.00Providing 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 not exceeding 15 cm thick and in bays; compacting and finishing the surface with all leads and lifts; watering curing complete so as to attain the profile and strength specified in the approved drawing & specifications complete as directed by the Engineer in charge of works and as per the technical specifications.(Without Vibration). | |||||
| 9.01 | Below Ground Level 1.50 m depth and Upto 4.50 m depth Below ground level | 171 | Cubic metre | 6,300 ₹10,77,300 Lowest | 6,500 ₹11,11,500 |
Tender Value
Refer Docs
EMD Value
₹4 L
Closing Date
28 Aug 2025, 3:00 pmClosed
Superintending Engineer, WRD.,
Periyar Vaigai Basin Circle, WRD., PWD Campus, Tallakulam, Madurai - 625 002
Construction of Check dam across Palar river in Pallapatti Village in Melur Taluk of Madurai District
2025_WRD_594557_1
NIT No. 03/D4/C.250/2025/Dated 08.08.2025
Open Tender
Civil Works
Lump-sum
365 days
Madurai
YES
5 documents required · 5 mandatory
₹0
₹4 L
Yes
12 Nov 2025
19 Aug 2025
29 Aug 2025
19 Aug 2025
28 Aug 2025
19 Aug 2025
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