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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.4 LAccepted-AOC | L1 | Accepted-AOC Being Lowest Tenderer | |
| 2 | L2₹22.5 L+₹13,226.70 (0.59%)Rejected-Finance 18 837 KILIYARAA HOUSE PERUMPADAPPU PALLURUTHY PO KOCHI 682 006 | KOCHI | ERNAKULAM | KERALA | 682006 | L2 | Rejected-Finance Other than Lowest Tenderer | |
| 3 | L3₹23.3 L+₹98,477.70 (4.41%)Rejected-Finance GROUND FLOOR WARD NO 07 ROOM NO 976 PATTIMATOM JN ERNAKULAM 683562 | ERNAKULAM | ERNAKULAM | KERALA | 683562 | L3 | Rejected-Finance Other than Lowest Tenderer | |
| 4 | L4₹24.2 L+₹1.8 L (8.23%)Rejected-Finance CHEMBISSERY PUTHIYAKAVU TRIPUNITHURA P O KOCHI 682301 | ERNAKULAM | KERALA | 682301 | L4 | Rejected-Finance Other than Lowest Tenderer | |
| 5 | L5₹24.2 L+₹1.9 L (8.46%)Rejected-Finance KORAMANGALATH HOUSE TOMY LANE SOUTH PANAMBILLY NAGAR KADAVANTHRA P O KOCHI 682 020 | KOCHI | ERNAKULAM | KERALA | 682020 | L5 | Rejected-Finance Other than Lowest Tenderer |
| Sl No | Description | Qty | Unit | M/s.Rejoy Constructions | M/s.Rejoy Constructions L4 | K.V.GEORGE AND COMPANY L5 | Anaswara Constructions L2 | A S ASSOCIATES L3 | RJS ENGINEERS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete/ bituminous carpet/WMM in ground floors and pavings not exc 15 cm thickness (below or above ground level) and removing debris out of MoD Land all as specified and as directed. | 40 | Cum | 200 ₹8,000 Lowest | 200 ₹8,000 Lowest | 890 ₹35,600 | 480 ₹19,200 | 340 ₹13,600 | 900 ₹36,000 |
| 2.00 | Excavating over areas, n ex 1.5 m deep and getting out in soft/ loose soil, all as specified and as directed. | 5 | Cum | 300 ₹1,500 Lowest | 300 ₹1,500 Lowest | 400 ₹2,000 | 300 ₹1,500 Lowest | 300 ₹1,500 Lowest | 500 ₹2,500 |
| 3.00 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. | 140 | Sqm | 60 ₹8,400 | 60 ₹8,400 | 55 ₹7,700 | 45 ₹6,300 Lowest | 200 ₹28,000 | 52 ₹7,280 |
| 4.00 | Removing excavated soil to a distance n.exc 50m and depositing where directed at a level n.exc.1.5m from the starting point, all as specified and as directed. | 21 | Cum | 100 ₹2,100 Lowest | 100 ₹2,100 Lowest | 100 ₹2,100 Lowest | 200 ₹4,200 | 360 ₹7,560 | 155 ₹3,255 |
| 5.00 | Material and labour for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregates as in sub base complete all as specified and as directed. | 140 | Sqm | 400 ₹56,000 Lowest | 400 ₹56,000 Lowest | 420 ₹58,800 | 435 ₹60,900 | 1,040 ₹1,45,600 | 606 ₹84,840 |
| 6.00 | Supply and laying stone aggregate chips nominal size 6.00 mm and below as in cushioning to paver block, all as specified and as directed. | 76.19 | Cum | 2,100 ₹1,59,999 Lowest | 2,100 ₹1,59,999 Lowest | 2,670 ₹2,03,427.3 | 2,600 ₹1,98,094 | 2,700 ₹2,05,713 | 2,700 ₹2,05,713 |
| 7.00 | Material and labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with approved colour, design & pattern as in footpath, hard standings, drive ways or parking areas etc. finishing and sweeping extra aggregates/sand, complete all as specified and as directed. | 580 | Sqm | 1,300 ₹7,54,000 | 1,300 ₹7,54,000 | 1,269 ₹7,36,020 | 1,170 ₹6,78,600 | 1,120 ₹6,49,600 Lowest | 1,150 ₹6,67,000 |
| 8.00 | Material and labour for 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, hard standings, drive ways or parking areas etc. finishing and sweeping extra sand, complete all as specified and as directed. | 943.8 | Sqm | 1,200 ₹11,32,560 | 1,200 ₹11,32,560 | 1,179 ₹11,12,740.2 | 1,070 ₹10,09,866 | 1,060 ₹10,00,428 | 1,035 ₹9,76,833 Lowest |
| 9.00 | Material and labour for factory made kerb stone of cement concrete M-25 grade placed in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete, all as specified and as directed. | 2.33 | Cum | 18,000 ₹41,940 | 18,000 ₹41,940 | 19,119 ₹44,547.27 | 13,000 ₹30,290 | 14,000 ₹32,620 | 9,000 ₹20,970 Lowest |
| 10.00 | Material and labour for PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) in haunching, coving, coping, floors, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including all necessary formwork complete all as specified and as directed. | 5 | Cum | 9,500 ₹47,500 | 9,500 ₹47,500 | 8,500 ₹42,500 Lowest | 9,000 ₹45,000 | 10,400 ₹52,000 | 8,800 ₹44,000 |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
30 Jan 2026, 6:00 pmClosed
GE FORT KOCHI
GARRISON ENGINEER MILITARY ENGINEER SERVICES GE FORT KOCHI -682 001
PROVISION OF INTERLOCKING TILES NEAR OTM BUILDINGS AT INS DRONACHARYA UNDER GE FORT KOCHI
2026_MES_747826_1
8309/E8_GE_FORT_KOCHI
Open Tender
Civil Works
Item Rate
270 days
FORT KOCHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE FORT KOCHI
₹48,000
Yes
6 Mar 2026
9 Jan 2026
6 Feb 2026
9 Jan 2026
30 Jan 2026
23 Jan 2026
Demolition of cement concrete in ground floors and pavings exc 15 cm thickness (below or above ground level) and removing debris out of MoD Land all as specified and as directed.
Excavating over areas, n ex 1.5 m deep and getting out in soft/ loose soil, all as specified and as directed.
Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed.
Removing excavated soil to a distance n.exc 50m and depositing where directed at a level n.exc.1.5m from the starting point, all as specified and as directed.
Material and labour for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregates as in sub base complete all as specified and as directed.
Supply and laying stone aggregate chips nominal size 10 to 12.50mm as in cushioning to paver block, all as specified and as directed.
Material and labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with approved colour, design & pattern as in footpath, hard standings, drive ways or parking areas etc. finishing and sweeping extra aggregates/sand, complete all as specified and as directed.
Material and labour for 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, hard standings, drive ways or parking areas etc. finishing and sweeping extra sand, complete all as specified and as directed.
Material and labour for factory made kerb stone of cement concrete M-25 grade placed in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete, all as specified and as directed.
Material and labour for PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) in haunching, coving, coping, floors, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including all necessary formwork complete all as specified and as directed.
Excavating in trenches in loose/soft soil, n exc1.5 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 complete all as specified and as directed.
Material and labour for plain cement concrete (1:4:8) type D2, using 40 mm graded stone aggregate as in foundation filling and mass concrete, drain bed etc. complete all as specified and as directed.
Demolition of brick / concrete block masonry built in cement mortar complete all as specified and as directed.
Material and labour precast cement concrete 1:3:6, type C0 (12.50 mm graded stone aggregate) block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4 complete all as specified and as directed.
Material and labour for 15mm thick rendering on fair face of brick/stone masonry walls in cement mortar 1:4 finished even and smooth without using extra cement all as specified and as directed.
Dismantling stone slabs and tiles and paver blocks of any description or thickness in floors, aprons etc. complete all as specified and as directed.
Material and labour for chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed in neat cement slurry and pointed in coloured cement in floors over and including15mm thick screed bed in cement mortar 1:6 complete all as specified and as directed.
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