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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr Quoted ₹1.5 Cr | L1 | Accepted-AOC 1st Lowest Tenderer |
| 2 | L2₹1.5 Cr+₹1.6 L (1.05%)Rejected-AOC | ₹1.5 Cr+₹1.6 L (1.05%) | L2 | Rejected-AOC 2nd Lowest Tenderer |
| 3 | L3₹1.6 Cr+₹3.8 L (2.46%)Rejected-AOC | ₹1.6 Cr+₹3.8 L (2.46%) | L3 | Rejected-AOC 3rd Lowest Tenderer |
| Sl No | Description | Qty | Unit | ARUMUGAM V L1 | K ARJUN L3 | B.UMAPRIYA L2 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of Plain Cement concrete etc., complete complying with standard specification and as directed by the Engineer in charge of work. . | 35 | Cubic metre | 540 ₹18,900 | 535 ₹18,725 | 525 ₹18,375 Lowest |
| 2.00 | Earth work deploying earth moving machinery for desilting channel and forming bund on either side depositing the earth on banks including jungle clearance etc., complete as directed by the Departmental officers complying with standard specification.
(Having Width 3m to 10m) | 27,060 | Cubic metre | 47 ₹12,71,820 Lowest | 50 ₹13,53,000 | 49 ₹13,25,940 |
| 3.00 | Earthwork excavating and depsoiting 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) | 343 | Cubic metre | 135 ₹46,305 Lowest | 138 ₹47,334 | 140 ₹48,020 |
| 4.00 | Earthwork excavating and depsoiting 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 & hard gravelly soil and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officer.
(For Foundation) | 467.5 | Cubic metre | 300 ₹1,40,250 | 295 ₹1,37,912.5 Lowest | 300 ₹1,40,250 |
| 5.00 | Supplying and filling with M- sand of each layer not more than 15 cm thick including consolidation etc complete as directed by the Engineer in charge of works and as per the technical specifications etc complete as per specification | 28.5 | Cubic metre | 1,850 ₹52,725 Lowest | 1,900 ₹54,150 | 1,890 ₹53,865 |
| 6.00 | Providing 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 15 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 complete so as to attain the profile and strength as directed by the Engineer in charge of works and as per the technical specifications. (Without Vibration) | 22 | Cubic metre | 5,900 ₹1,29,800 Lowest | 6,000 ₹1,32,000 | 6,100 ₹1,34,200 |
| 7.00 | Providing and placing in position of plain Cement concrete of grade M15 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 15 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 complete so as to attain the profile and strength as directed by the Engineer in charge of works and as per the technical specifications. (Without Vibration) | 68.6 | Cubic metre | 6,200 ₹4,25,320 Lowest | 6,300 ₹4,32,180 | 6,400 ₹4,39,040 |
| 8.00Supplying and Erecting water tight steel centering for sides and soffits including necessary supports and shuttering including strutting for all R.C.C. works etc up to 3.29 m height with all cross bracings using mild steel BG 10 sheets of size 90cm x 60cm gauge stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over silver oak (country wood) joist of size 10cm x 6.5cm spaced at about 90cm centre to centre and suitably supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre, including cost of materials etc., complete complying with standard specification and as directed by the Departmental officers. The payment for centering shall be given after the concrete is laid and the retrieved materials should be taken back by the contractor. | ||||||
| 8.01 | Without Strutting | 647.5 | Square Metre | 1,050 ₹6,79,875 Lowest | 1,100 ₹7,12,250 | 1,200 ₹7,77,000 |
| 8.02 | With Strutting | 1,017 | Square Metre | 1,150 ₹11,69,550 Lowest | 1,180 ₹12,00,060 | 1,200 ₹12,20,400 |
Tender Value
Refer Docs
EMD Value
₹84,000
Closing Date
28 Aug 2025, 3:00 pmClosed
Superintending Engineer, WRD.,
Periyar Vaigai Basin Circle, PWD Campus, Tallakulam, Madurai - 625 002
Reconstruction of Regulator Arrangements and improvements to Poovan odai Channel and Mullipallam spring Channel in Ayanthenkarai Village of Vadipatti Taluk in Madurai District
2025_WRD_593767_1
NIT No. 02/D4/C.250/2025/Dated 08.08.2025
Open Tender
Civil Works
Lump-sum
180 days
Madurai
NO
4 documents required · 4 mandatory
₹0
₹84,000
Yes
4 Nov 2025
18 Aug 2025
29 Aug 2025
18 Aug 2025
28 Aug 2025
18 Aug 2025
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