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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 CrAccepted-AOC | ₹7.7 Cr Quoted ₹8.0 Cr | L1 | Accepted-AOC 1st Lowest Tenderer |
| 2 | L2₹8.2 Cr+₹17.0 L (2.12%)Rejected-AOC | ₹8.2 Cr+₹17.0 L (2.12%) | L2 | Rejected-AOC 2nd Lowest Tenderer |
| 3 | L3₹8.3 Cr+₹26.4 L (3.30%)Rejected-AOC DINDIGUL | DINDIGUL | DINDIGUL | TAMIL NADU | ₹8.3 Cr+₹26.4 L (3.30%) | L3 | Rejected-AOC 3rd Lowest Tenderer |
| Sl No | Description | Qty | Unit | Sri Aishwarya Construction L2 | M.mohamedyunussaleem L1 | VMSI CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing scrub jungle as directed by the departmental officers at site etc complete complying with specification and as directed by the departmental officer. | 63,000 | Square Metre | 6.8 ₹4,28,400 | 6.5 ₹4,09,500 Lowest | 6.6 ₹4,15,800 |
| 2.00 | Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of walls of Brick / Stone masonry in cement mortar walls under 3 m high as directed by the departmental officers. | 100 | Cubic metre | 320 ₹32,000 | 310 ₹31,000 Lowest | 330 ₹33,000 |
| 3.00 | 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. . | 326 | Cubic metre | 550 ₹1,79,300 | 530 ₹1,72,780 Lowest | 560 ₹1,82,560 |
| 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 and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated etc. complete complying with standard specifications and drawings as directed by the departmental officers. (For Foundation) | 5,264 | Cubic metre | 280 ₹14,73,920 | 270 ₹14,21,280 Lowest | 285 ₹15,00,240 |
| 5.00 | 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 specifications and drawings as directed. (Open Excavation). | 3,494 | Cubic metre | 138 ₹4,82,172 | 135 ₹4,71,690 Lowest | 140 ₹4,89,160 |
| 6.00 | 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 upto 3m ) | 10,320 | Cubic metre | 40 ₹4,12,800 | 39 ₹4,02,480 | 38 ₹3,92,160 Lowest |
| 7.00 | 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 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 | 479.1 | Cubic metre | 6,300 ₹30,18,330 | 6,200 ₹29,70,420 Lowest | 6,500 ₹31,14,150 |
| 8.00Providing 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 (60%) and 20mm (40%); 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. | ||||||
| 8.01 | Upto 1.50 m Below Ground Level to 1.00 m Above Ground Level | 5,868.5 | Cubic metre | 6,900 ₹4,04,92,650 | 6,800 ₹3,99,05,800 Lowest | 7,000 ₹4,10,79,500 |
| 8.02 | Above Ground Level upto 4.50 m. | 237.5 | Cubic metre | 7,100 ₹16,86,250 | 7,000 ₹16,62,500 Lowest | 7,200 ₹17,10,000 |
Tender Value
Refer Docs
EMD Value
₹4.0 L
Closing Date
2 Sept 2025, 3:00 pmClosed
Superintending Engineer, WRD.,
Peiryar Vaigai Basin Circle, WRD., PWD Campus, Tallakulam, Madurai - 625 002
Modernisation of Right Main Canal of Marudhanadhi Reservoir in Ayyampalayam village of Authoor Taluk in Dindigul District. (Leftout Components)
2025_WRD_593773_1
NIT No. 04/D4/C.250/2025/Dated 08.08.2025
Open Tender
Civil Works
Lump-sum
270 days
Dindigul
YES
5 documents required · 5 mandatory
₹0
₹4.0 L
Yes
29 Oct 2025
18 Aug 2025
4 Sept 2025
18 Aug 2025
2 Sept 2025
18 Aug 2025
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