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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | TIRUCHIRAPPALLI | TAMIL NADU | 621308 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical 1 532 1 AMMAN TOWER ENGINEER NAGAR 3RD FLOOR 8TH STREET MADURAI NORTH THIRUPPALAI MADURAI 625014 | MADURAI | TAMIL NADU | 625014 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | T. SARAVANAKUMAR L1 |
|---|---|---|---|---|
| 1.001) CONSTRUCTION OF MULTIPURPOSE HALL AT VELLAPPANERI VILLAGE IN VELLAPPANERI PANCHAYAT IN MANUR PANCHAYAT UNION IN TIRUNELVELI DISTRICT. | ||||
| 2.00 | Earthwork Excavation For Foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification with Refilling. | 460.3 | cu.m | 263.78 ₹1,21,417.93 Lowest |
| 3.00 | Supplying and Filling in Foundations and Basement with Filling M-Sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications. | 49.6 | cu.m | 1,689.79 ₹83,813.58 Lowest |
| 4.00 | Plain Cement Concrete 1 : 4 :8 (one part of cement, four parts of sand and eight parts of hard broken stone) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 57.74 | cu.m | 5,310.3 ₹3,06,616.72 Lowest |
| 5.00 | Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. | 234.79 | cu.m | 45.85 ₹10,765.12 Lowest |
| 6.00 | Supplying and Filling Carted Earth: Supplying and filling in 'foundation and basement with filling Carted Earth in layers of not more than 15cm.thick well rammed watered and compacted - 1m3 etc.,complete complying with standard specification. | 215.01 | cu.m | 120.99 ₹26,014.06 Lowest |
| 7.00CENTERING & SHUTTERING | ||||
| 8.00Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). | ||||
| 9.00 | Footing, Plinth Beam, etc. | 333.58 | sq.m | 547.5 ₹1,82,635.05 Lowest |
| 10.00 | Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works. | 922.38 | sq.m | 1,095 ₹10,10,006.1 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
29 Jan 2026, 3:00 pmClosed
Project Director
DRDA, Tirunelveli
CONSTRUCTION OF MULTIPURPOSE HALL AT VELLAPPANERI VILLAGE IN VELLAPPANERI PANCHAYAT IN MANUR PANCHAYAT UNION IN TIRUNELVELI DISTRICT
2026_RDTN_642871_1
A10/3913768/2025
Open Tender
Civil Works - Buildings
Item Rate
365 days
Tirunelveli District
As per Pre-qualification bid document
5 documents required · 5 mandatory
₹0
₹1.6 L
DRDA, Tirunelveli
11 May 2026
14 Jan 2026
29 Jan 2026
14 Jan 2026
29 Jan 2026
20 Jan 2026
20 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | 1) CONSTRUCTION OF MULTIPURPOSE HALL AT VELLAPPANERI VILLAGE IN VELLAPPANERI PANCHAYAT IN MANUR PANCHAYAT UNION IN TIRUNELVELI DISTRICT. | - | - | - | - |
| 0.0 | Earthwork Excavation For Foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification with Refilling. | 460.3 | cu.m | - | - |
| 0.0 | Supplying and Filling in Foundations and Basement with Filling M-Sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications. | 49.6 | cu.m | - | - |
| 0.0 | Plain Cement Concrete 1 : 4 :8 (one part of cement, four parts of sand and eight parts of hard broken stone) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 57.74 | cu.m | - | - |
| 0.0 | Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. | 234.79 | cu.m | - | - |
| 0.0 | Supplying and Filling Carted Earth: Supplying and filling in 'foundation and basement with filling Carted Earth in layers of not more than 15cm.thick well rammed watered and compacted - 1m3 etc.,complete complying with standard specification. | 215.01 | cu.m | - | - |
| 0.0 | CENTERING & SHUTTERING | - | - | - | - |
| 0.0 | Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). | - | - | - | - |
| 0.0 | Footing, Plinth Beam, etc. | 333.58 | sq.m | - | - |
| 0.0 | Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works. | 922.38 | sq.m | - | - |
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