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Tender Value
₹38.8 L
EMD Value
₹77,600
Closing Date
2 Sept 2026, 6:00 pm6d left
GE NAVY CHENNAI
GE Navy Chennai Military Engineer Services Fort St George Rajaji Salai Chennai 600 009
PROVN OF SEPTIC TANK SOAK PIT AT NAVAL OFFICERS MESS UNDER GE NAVY CHENNAI
2026_MES_784464_1
8828/E8
Open Tender
Civil Works
Item Rate
240 days
CHENNAI
as per NIT
8 documents required · 8 mandatory
₹500
GE Navy Chennai
₹77,600
Yes
14 Aug 2026
14 Aug 2026
3 Sept 2026
14 Aug 2026
2 Sept 2026
28 Aug 2026
17 Aug 2026 - 24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5m deep and getting out in hard/dense soil, complete all as specified | 35.24 | Cum | - | - |
| 2 | Excavating over areas, exc 1.5m deep and getting out in hard/dense soil, upto 3.00 mtr depth complete all as specified | 28.19 | Cum | - | - |
| 3 | M & L for PCC 1:4:8 Type D2 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. | 22.6 | Cum | - | - |
| 4 | M & L for RCC type M-30 design mix using 20mm graded aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge. | 8.11 | Cum | - | - |
| 5 | M & L for RCC type M-30 design mix using 20mm graded aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed by the Engineer-in-Charge. | 13.67 | Cum | - | - |
| 6 | M & L for RCC type M-30 design mix using 20mm graded aggregates as in 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 by the Engineer-in-Charge. | 5.82 | Cum | - | - |
| 7 | M & L for providing precast PCC 1:2:4 type B1 using 20mm graded aggregate as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:6 complete with joints to match, except blocks or slabs complete all as specified and as directed by the Engineer-in-Charge. | 0.04 | Cum | - | - |
| 8 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams , and similar work, vertical or to batter, work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge | 4.16 | Sqm | - | - |
| 9 | M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc; vertical or to batter, work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge | 91.14 | Sqm | - | - |
| 10 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge | 33.63 | Sqm | - | - |
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