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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC KORAMANGALATH HOUSE TOMY LANE SOUTH PANAMBILLY NAGAR KADAVANTHRA P O KOCHI 682 020 | KOCHI | ERNAKULAM | KERALA | 682020 | ₹5.3 L | L1 | Accepted-AOC Being Lowest Tenderer |
| 2 | L2₹5.5 LRejected-Finance B NO 12 371 NEAR COCHIN COLLEGE ROAD KOOVAPADUM COCHIN PIN 682 002 | COCHIN | ERNAKULAM | KERALA | 682002 | ₹5.5 L | L2 | Rejected-Finance Other than Lowest Tenderer |
| 3 | L3₹5.6 LRejected-Finance BLDG NO XXVIII 378A NORTH CHAMPANOOR ANGAMALI SOUTH P O PIN 683 573 | ANGAMALI | ERNAKULAM | KERALA | 683573 | ₹5.6 L | L3 | Rejected-Finance Other than Lowest Tenderer |
| Sl No | Description | Qty | Unit | K R JOSEPH AND SONS L3 | K.V.GEORGE AND COMPANY L1 | HIRA FACILITY L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete in ground floors and pavings exceeding 15 cm thickness (below or above ground level), all as specified and as directed. | 0.5 | Cum | 1,500 ₹750 | 800 ₹400 | 800 ₹400 |
| 2.00 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.50 cu. m, including getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, all as specified and as directed. | 20 | Each | 460 ₹9,200 | 300 ₹6,000 | 400 ₹8,000 |
| 3.00 | Supply and fix steel work in tubular trusses/tubular post, rafter, purlins, ladder & frame work etc. (Squared /Rectangular/ Circular) including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and as directed. | 1,630 | Kg | 175 ₹2.9 L | 162 ₹2.6 L | 165 ₹2.7 L |
| 4.00 | Material and labour for PCC (1:2:4) type B-1(using 20 mm graded stone aggregate) as in footings and filling post holes for tubular pipes including necessary formwork complete all as specified and directed. | 2 | Cum | 6,800 ₹13,600 | 6,500 ₹13,000 | 8,500 ₹17,000 |
| 5.00 | Supply and fix Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self-tapping screws as specified complete all as specified and directed. | 125 | Sqm | 1,090 ₹1.4 L | 1,100 ₹1.4 L | 1,200 ₹1.5 L |
| 6.00 | Supply and fix Plates (plain or chequered) channels, cut or notched (ordinary and counter sunk) forming holes, welded/bolted to steel frame/truss conforming to Fe 410-W(Gde-E-250) Quality -A complete all as specified and directed. | 50 | Kg | 185 ₹9,250 | 140 ₹7,000 | 150 ₹7,500 |
| 7.00 | Material and labour for preparation of new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel anti rust paint over a coat of epoxy primer, complete all as specified and directed. | 60 | Sqm | 200 ₹12,000 | 180 ₹10,800 | 120 ₹7,200 |
| 8.00 | Supply and fix hand rails, half round or other steel section or wind ties for roof including securing bolts, all as specified and as directed. | 66 | Kg | 188 ₹12,408 | 145 ₹9,570 | 150 ₹9,900 |
| 9.00 | Material and labour for preparation of new steel surfaces n. exc 10cm width or girthand applying two coats of synthetic enamel anti rust paint over a coat of epoxy primer complete all as specified and as directed. | 3 | 10 RM | 210 ₹630 | 90 ₹270 | 120 ₹360 |
| 10.00 | 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. | 38 | Sqm | 60 ₹2,280 | 40 ₹1,520 | 50 ₹1,900 |
Updated dates
Tender Value
₹5.8 L
EMD Value
₹11,500
Closing Date
5 Jan 2026, 11:00 amClosed
GE FORT KOCHI
GARRISON ENGINEER MILITARY ENGINEER SERVICES GE FORT KOCHI -682 001
PROVISION OF DEFICIENT PARKING SHED FOR TWO WHEELERS NEAR ADMIN BUILDING CHAKRA BLOCK (P-75) AT INS DRONACHARYA UNDER GE FORT KOCHI
2025_MES_742479_1
8295/E8_GE_FORT_KOCHI
Open Tender
Civil Works
180 days
FORT KOCHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE FORT KOCHI
₹11,500
Yes
23 Feb 2026
2 Dec 2025
12 Jan 2026
2 Dec 2025
5 Jan 2026
16 Dec 2025
Amount
Demolition of cement concrete in ground floors and pavings exceeding 15 cm thickness (below or above ground level), all as specified and as directed.
Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.50 cu. m, including getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, all as specified and as directed.
Supply and fix steel work in tubular trusses/tubular post, rafter, purlins, ladder & frame work etc. (Squared /Rectangular/ Circular) including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and as directed.
Material and labour for PCC (1:2:4) type B-1(using 20 mm graded stone aggregate) as in footings and filling post holes for tubular pipes including necessary formwork complete all as specified and directed.
Supply and fix Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self-tapping screws as specified complete all as specified and directed.
Supply and fix Plates (plain or chequered) channels, cut or notched (ordinary and counter sunk) forming holes, welded/bolted to steel frame/truss conforming to Fe 410-W(Gde-E-250) Quality -A complete all as specified and directed.
Material and labour for preparation of new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel anti rust paint over a coat of epoxy primer, complete all as specified and directed.
Supply and fix hand rails, half round or other steel section or wind ties for roof including securing bolts, all as specified and as directed.
Material and labour for preparation of new steel surfaces n. exc 10cm width or girthand applying two coats of synthetic enamel anti rust paint over a coat of epoxy primer complete 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 above the starting pont , 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.
Material and labour for 100mm thick PCC 1:2:4 type B-1 (using 20mm graded stone aggregates) as in Hard standing including necessary form work and Spike rolling to surfaces or making impressions of expanded metal, while the concrete is green complete all as specified and as directed.
Supply and fix 4mm thick coloured ACP (Aluminium Composite Panel) sandwich skin 0.25mm thick each side as in wall cladding fixed with screws all as specified and as directed.
HIRA FACILITY (BID ID -3513312)
K R JOSEPH AND SONS (BID ID -3505431)
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