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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 CrAccepted-AOC | L1 | Accepted-AOC Negotiated the Lowest rate Quoted tenderer accepted | |
| 2 | L2₹17.8 Cr+₹37.4 L (2.14%)Rejected-AOC | L2 | Rejected-AOC Rate quoted Higher than L1 Bidder | |
| 3 | L3₹18.2 Cr+₹76.1 L (4.36%)Rejected-AOC 1 532 1 AMMAN TOWER ENGINEER NAGAR 3RD FLOOR 8TH STREET MADURAI NORTH THIRUPPALAI MADURAI 625014 | MADURAI | TAMIL NADU | 625014 | L3 | Rejected-AOC Rate quoted Higher than L1 Bidder |
| Sl No | Description | Qty | Unit | MARUTHU CONSTRUCTIONS L1 | P K BUILDING ASSOCIATES L2 | SRI AMMAN CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing Light Jungle | 1,59,459 | m2 | 7 ₹11,16,213 Lowest | 7 ₹11,16,213 Lowest | 8 ₹12,75,672 |
| 2.00 | Earth work excavation for foundation by Mechanical means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
a)Upto 2.40m footing depth | 4,276 | m3 | 367 ₹15,69,292 Lowest | 374 ₹15,99,224 | 381 ₹16,29,156 |
| 3.00 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | 54,145 | m3 | 199 ₹1,07,74,855 Lowest | 203 ₹1,09,91,435 | 207 ₹1,12,08,015 |
| 4.00 | Supply and filling in foundation and basement with Conveyed earth in layers of not more than 150mm thick layer well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers.(The rate inclusive of Tax to be paid for the Government) | 1,167 | m3 | 527 ₹6,15,009 Lowest | 538 ₹6,27,846 | 548 ₹6,39,516 |
| 5.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1,138 | m3 | 1,813 ₹20,63,194 Lowest | 1,849 ₹21,04,162 | 1,885 ₹21,45,130 |
| 6.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15cm thick without consolidation etc. complete complying with standard specification and as directed by the departmental officers. | 4 | m3 | 1,807 ₹7,228 Lowest | 1,842 ₹7,368 | 1,878 ₹7,512 |
| 7.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers | 49,558 | m3 | 159 ₹78,79,722 Lowest | 163 ₹80,77,954 | 166 ₹82,26,628 |
| 8.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by Mechanical means | 823 | m3 | 5,528 ₹45,49,544 Lowest | 5,638 ₹46,40,074 | 5,747 ₹47,29,781 |
| 9.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means | 103 | m3 | 5,528 ₹5,69,384 Lowest | 5,638 ₹5,80,714 | 5,747 ₹5,91,941 |
| 10.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | 1,630 | m2 | 767 ₹12,50,210 Lowest | 785 ₹12,79,550 | 803 ₹13,08,890 |
Tender Value
₹16.8 Cr
EMD Value
₹8.5 L
Closing Date
20 Feb 2026, 4:00 pmClosed
Superintending Engineer
Office of Superintending Engineer PWD Buildings construction and maintenance circle Madurai
Construction of Tamil Arts and Cultural Center at Kalaingnar Centenary Arthazhuvuthal Arena at Keelakarai Village in Madurai District
2026_PWD_655286_1
52SE/Bldgs C and M Circle Madurai 2025-26, dated 10.02.2026
Open Tender
Civil Works - Buildings
Lump-sum
270 days
Keelakarai, Madurai District
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹8.5 L
18 May 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Light Jungle | 1,59,459 | m2 | - | - |
| 2 | Earth work excavation for foundation by Mechanical means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
a)Upto 2.40m footing depth | 4,276 | m3 | - | - |
| 3 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | 54,145 | m3 | - | - |
| 4 | Supply and filling in foundation and basement with Conveyed earth in layers of not more than 150mm thick layer well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers.(The rate inclusive of Tax to be paid for the Government) | 1,167 | m3 | - | - |
| 5 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1,138 | m3 | - | - |
| 6 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15cm thick without consolidation etc. complete complying with standard specification and as directed by the departmental officers. | 4 | m3 | - | - |
| 7 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers | 49,558 | m3 | - | - |
| 8 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by Mechanical means | 823 | m3 | - | - |
| 9 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means | 103 | m3 | - | - |
| 10 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | 1,630 | m2 | - | - |
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