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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAccepted-AOC | ₹41.8 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹45.7 L+₹3.8 L (9.19%)Rejected-AOC 17 A SUBASH CHANDRA BOSE STREET MELAKARUNKULAM POST PALAYAMKOTTAI TALUK TIRUNELVELI 627 356 | TIRUNELVELI | TIRUNELVELI | TAMIL NADU | 627356 | ₹45.7 L+₹3.8 L (9.19%) | L2 | Rejected-AOC L1 being accepted |
| 3 | L3₹47.0 L+₹5.2 L (12.3%)Rejected-AOC NO 5 FIRST CROSS STREET GOPALAPURAM THIRUVIKANAGAR CHENNAI 600 082 | CHENNAI | CHENNAI | TAMIL NADU | 600082 | ₹47.0 L+₹5.2 L (12.3%) | L3 | Rejected-AOC L1 being accepted |
| 4 | L4₹47.1 L+₹5.2 L (12.4%)Rejected-AOC NO 21 BRAMIN STREET KORATTUR CHENNAI 600080 | CHENNAI | CHENNAI | TAMIL NADU | 600080 | ₹47.1 L+₹5.2 L (12.4%) | L4 | Rejected-AOC L1 being accepted |
| 5 | L5₹47.2 L+₹5.3 L (12.7%)Rejected-AOC PLOT NO 15 JAYASURIYA STREET GANGAI NAGAR KALLIKUPPAM AMBATTUR CHENNAI 600053 | CHENNAI | CHENNAI | TAMIL NADU | 600053 | ₹47.2 L+₹5.3 L (12.7%) | L5 | Rejected-AOC L1 being accepted |
| Sl No | Description | Qty | Unit | S.T.S.CONSTRUCTIONS AGENCIES L6 | M/S VIGNESH POWER SYSTEM L2 | Banyan Engineers and Contractors L5 | kvs constructions L4 | SHRI BALAJI CONSTRUCTIONS L8 | ESHITHA CONSTRUCTIONS L1 | SHREERAMFOUNDATION L3 | SAI SRI HARSHA ENTERPRISES L7 | THIRUMURUGAN ENTERPRISES L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE 'A' PART-I [ B/R WORKS] | ||||||||||||
| 2.00 | Surface dressing not exc 15 cm deep and getting out in Hard/ Dense soil complete all as specified and directed. | 346 | Sqm | 100 ₹34,600 | 100 ₹34,600 | 100 ₹34,600 | 100 ₹34,600 | 100 ₹34,600 | 30 ₹10,380 Lowest | 105 ₹36,330 | 100 ₹34,600 | 75 ₹25,950 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Hard /Dense soil complete all as specified and directed. | 51.3 | cum | 600 ₹30,780 | 500 ₹25,650 | 600 ₹30,780 | 600 ₹30,780 | 500 ₹25,650 | 450 ₹23,085 Lowest | 700 ₹35,910 | 600 ₹30,780 | 500 ₹25,650 |
| 4.00 | Excavating in trenches in hard /dense soil, n exc 1.5 m wide and exc 1.5 m in depth or part there of in depth beyond the first 1.5 m for foundation, etc. complete all as specified and directed. | 5.45 | cum | 600 ₹3,270 | 500 ₹2,725 | 600 ₹3,270 | 600 ₹3,270 | 500 ₹2,725 | 450 ₹2,452.5 Lowest | 650 ₹3,542.5 | 500 ₹2,725 | 600 ₹3,270 |
| 5.00 | Material and labour for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 7.12 | cum | 7,500 ₹53,400 | 7,500 ₹53,400 | 7,500 ₹53,400 | 7,500 ₹53,400 | 7,800 ₹55,536 | 6,500 ₹46,280 Lowest | 8,500 ₹60,520 | 7,500 ₹53,400 | 7,500 ₹53,400 |
| 6.00 | M&L for Reinforced cement concrete M30 using 20 mm graded stone aggregate as in footings foundation beams, bases for columns, plinth beams etccomplete all as specified and directed. | 9.02 | cum | 9,250 ₹83,435 | 9,250 ₹83,435 | 9,250 ₹83,435 | 9,250 ₹83,435 | 9,300 ₹83,886 | 8,500 ₹76,670 Lowest | 9,300 ₹83,886 | 9,500 ₹85,690 | 9,500 ₹85,690 |
| 7.00 | M & L for RCC M-30 ( 20 mm graded aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 22.17 | cum | 9,250 ₹2,05,072.5 | 9,250 ₹2,05,072.5 | 9,250 ₹2,05,072.5 | 9,250 ₹2,05,072.5 | 9,550 ₹2,11,723.5 | 8,500 ₹1,88,445 Lowest | 9,350 ₹2,07,289.5 | 9,500 ₹2,10,615 | 9,500 ₹2,10,615 |
| 8.00 | Reinforced cement concrete M 30 in beams and Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. | 13.45 | cum | 9,250 ₹1,24,412.5 | 9,250 ₹1,24,412.5 | 9,250 ₹1,24,412.5 | 9,250 ₹1,24,412.5 | 9,500 ₹1,27,775 | 8,500 ₹1,14,325 Lowest | 9,350 ₹1,25,757.5 | 9,250 ₹1,24,412.5 | 9,250 ₹1,24,412.5 |
| 9.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. | 29.2 | Sqm | 700 ₹20,440 | 700 ₹20,440 | 700 ₹20,440 | 700 ₹20,440 | 700 ₹20,440 | 500 ₹14,600 Lowest | 750 ₹21,900 | 600 ₹17,520 | 700 ₹20,440 |
| 10.00 | Formwork to sides of pillars, posts, struts, piers, columns and stanchion complete all as specified. | 175.8 | Sqm | 700 ₹1,23,060 | 700 ₹1,23,060 | 700 ₹1,23,060 | 700 ₹1,23,060 | 700 ₹1,23,060 | 500 ₹87,900 Lowest | 750 ₹1,31,850 | 600 ₹1,05,480 | 700 ₹1,23,060 |
Tender Value
₹42.7 L
EMD Value
₹85,500
Closing Date
30 Jun 2026, 6:00 pmClosed
CWE(Navy) Chennai
Commander Works Engineer Navy Military Engineer Services Fort St George Rajaji Salai Chennai - 600 009
82715 ADDITION AND ALTERATION TO MAIN GATE IN SAIDAPET FOR OFFICERS RESIDENTIAL AREA UNDER GE (NAVY) CHENNAI UNDER GE (NAVY) CHENNAI
2026_MES_770727_1
CWE/NAVY/CHN/82715/E8 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
Chennai
As per NIT and tender documents
8 documents required · 8 mandatory
₹500
GE NAVY CHENNAI
₹85,500
Yes
22 Jul 2026
9 Jun 2026
2 Jul 2026
9 Jun 2026
30 Jun 2026
23 Jun 2026
9 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE 'A' PART-I [ B/R WORKS] | |||||
| 2 | Surface dressing not exc 15 cm deep and getting out in Hard/ Dense soil complete all as specified and directed. | 346 | Sqm | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Hard /Dense soil complete all as specified and directed. | 51.3 | cum | - | - |
| 4 | Excavating in trenches in hard /dense soil, n exc 1.5 m wide and exc 1.5 m in depth or part there of in depth beyond the first 1.5 m for foundation, etc. complete all as specified and directed. | 5.45 | cum | - | - |
| 5 | Material and labour for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 7.12 | cum | - | - |
| 6 | M&L for Reinforced cement concrete M30 using 20 mm graded stone aggregate as in footings foundation beams, bases for columns, plinth beams etccomplete all as specified and directed. | 9.02 | cum | - | - |
| 7 | M & L for RCC M-30 ( 20 mm graded aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 22.17 | cum | - | - |
| 8 | Reinforced cement concrete M 30 in beams and Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. | 13.45 | cum | - | - |
| 9 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. | 29.2 | Sqm | - | - |
| 10 | Formwork to sides of pillars, posts, struts, piers, columns and stanchion complete all as specified. | 175.8 | Sqm | - | - |
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