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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAdmitted-Finance CHENNAI | ₹38.5 L | L1 | Admitted-Finance |
| 2 | L2₹40.9 LAdmitted-Finance | ₹40.9 L | L2 | Admitted-Finance |
| 3 | L3₹41.4 LAdmitted-Finance | ₹41.4 L | L3 | Admitted-Finance |
| 4 | L4₹43.5 LAdmitted-Finance ANGALAMMAN KOVIL STREET ULIYANALLORE POST PANAPAKKAM VIA ARAKKONAM TK VELLORE DIST TN 631 052 | ARAKKONAM | VELLORE | TAMIL NADU | 631052 | ₹43.5 L | L4 | Admitted-Finance |
| 5 | L5₹45.2 LAdmitted-Finance 1 28 NORTH STREET SOUTH VILAYANARAYANAM NANGUNERI TALUK TIRUNELVELI DIST 627 118 | TIRUNELVELI | TIRUNELVELI | TAMIL NADU | 627118 | ₹45.2 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VVM CONSTRUCTIONS L1 | JR ENTERPRISES L4 | SRI LAKSHMI GANESH ENGINEERING WORKS L2 | AnnaiEnterprises L3 | sri manikandan enterprises L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in any type of soil complete all as specified and directed. | 96.72 | Sqm | 12 ₹1,160.64 | 12 ₹1,160.64 | 11 ₹1,063.92 | 11 ₹1,063.92 | 25 ₹2,418 |
| 2.00 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation, etc., and getting out in any type of soil complete all as specified and directed. | 95.11 | Cum | 410 ₹38,995.10 | 425 ₹40,421.75 | 410 ₹38,995.10 | 408 ₹38,804.88 | 350 ₹33,288.50 |
| 3.00 | Material and Labour for antitermite treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors complete all as specified and directed. | 40.25 | Sqm | 200 ₹8,050 | 245 ₹9,861.25 | 220 ₹8,855 | 211 ₹8,492.75 | 400 ₹16,100 |
| 4.00 | Material and Labour for antitermite treatment along the Plinth Porotection/ external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. complete all as specified and directed. | 20 | RM | 80 ₹1,600 | 78 ₹1,560 | 80 ₹1,600 | 78 ₹1,560 | 100 ₹2,000 |
| 5.00 | Material and Labour for plain cement concrete type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 5.42 | Cum | 4,520 ₹24,498.40 | 4,658 ₹25,246.36 | 4,600 ₹24,932 | 4,610 ₹24,986.20 | 5,000 ₹27,100 |
| 6.00 | Material and Labour for brick work with fly ash bricks bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as spd and as directed. | 89.48 | Cum | 7,560 ₹6.8 L | 7,852 ₹7.0 L | 7,600 ₹6.8 L | 8,210 ₹7.3 L | 7,000 ₹6.3 L |
| 7.00 | Material and Labour for mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. | 675.2 | Kg. | 122 ₹82,374.40 | 128 ₹86,425.60 | 130 ₹87,776 | 125 ₹84,400 | 110 ₹74,272 |
| 8.00 | Material and Labour for mild steel TMT bars 6 to 8 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. | 273.62 | Kg. | 122 ₹33,381.64 | 128 ₹35,023.36 | 125 ₹34,202.50 | 128 ₹35,023.36 | 113 ₹30,919.06 |
| 9.00 | Flat fair finished form work to sides and soffits of floor/plinth or roof beams, lintels, cantilevers, shelves including supports etc complete all as specified and directed. | 44.98 | Sqm | 850 ₹38,233 | 845 ₹38,008.10 | 860 ₹38,682.80 | 912 ₹41,021.76 | 250 ₹11,245 |
| 10.00 | Material and Labour RCC 1:2:4 type B-1 (using 20mm graded aggregate) as in Foundations, including rafts,footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed. | 8.69 | Cum | 8,000 ₹69,520 | 8,254 ₹71,727.26 | 8,100 ₹70,389 | 8,210 ₹71,344.90 | 9,000 ₹78,210 |
Updated dates
Tender Value
₹38.5 L
EMD Value
₹77,000
Closing Date
14 May 2026, 6:00 pmClosed
GE Tirunelveli
Garrison Engineer Naval Post Base Vijayanarayanam Tirunelveli -627119
PROVISION OF SANITARY ANNEXE, STORAGE SHED FOR VARIOUS LOCATIONS AND CERTAIN OTHER MISC B/R WORKS AT KATTABOMMAN UNDER GE TIRUNELVELI
2026_MES_759441_1
GE/TVL/8610/E8 of 2026-27
Open Tender
Civil Works
180 days
Vijayanarayanam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Tirunelveli
₹77,000
Yes
18 May 2026
7 Apr 2026
16 May 2026
7 Apr 2026
14 May 2026
25 Apr 2026
8 Apr 2026 - 15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and directed. | - | Sqm | - | - |
| 2 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation, etc., and getting out in soft/ loose soil complete all as specified and directed. | - | Cum | - | - |
| 3 | Material and Labour for antitermite treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors complete all as specified and directed. | - | Sqm | - | - |
| 4 | Material and Labour for antitermite treatment along the Plinth Porotection/ external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. complete all as specified and directed. | - | RM | - | - |
| 5 | Material and Labour for plain cement concrete type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | - | Cum | - | - |
| 6 | Material and Labour for brick work with fly ash bricks bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as spd and as directed. | - | Cum | - | - |
| 7 | Material and Labour for mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. | - | Kg. | - | - |
| 8 | Material and Labour for mild steel TMT bars 6 to 8 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. | - | Kg. | - | - |
| 9 | Flat fair finished form work to sides and soffits of floor/plinth or roof beams, lintels, cantilevers, shelves including supports etc complete all as specified and directed. | - | Sqm | - | - |
| 10 | Material and Labour RCC 1:2:4 type B-1 (using 20mm graded aggregate) as in Foundations, including rafts,footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed. | - | Cum | - | - |
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