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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.0 LAccepted-AOC | ₹37.0 L | L1 | Accepted-AOC Being Lowest Tenderer |
| 2 | L2₹37.1 L+₹13,040.80 (0.35%)Rejected-Finance | ₹37.1 L+₹13,040.80 (0.35%) | L2 | Rejected-Finance Other than Lowest Tenderer |
| 3 | L3₹37.5 L+₹52,468.24 (1.42%)Rejected-Finance | ₹37.5 L+₹52,468.24 (1.42%) | L3 | Rejected-Finance Other than Lowest Tenderer |
| 4 | L4₹38.7 L+₹1.7 L (4.58%)Rejected-Finance | ₹38.7 L+₹1.7 L (4.58%) | L4 | Rejected-Finance Other than Lowest Tenderer |
| 5 | L5₹40.2 L+₹3.2 L (8.68%)Rejected-Finance | ₹40.2 L+₹3.2 L (8.68%) | L5 | Rejected-Finance Other than Lowest Tenderer |
| Sl No | Description | Qty | Unit | JOBOSTRUCTURALS L1 | K.V.GEORGE AND COMPANY L10 | ADVAITM INFRASTRUCTURE L9 | Anaswara Constructions L7 | M/S AARJAY ASSOCIATES L2 | AVM CONSTRUCTION L5 | PRC ENTERPRISES L6 | THOMSONS CONSTRUCTIONS L8 | LALA CONSTRUCTION L3 | SOORYA ASSOCIATES L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, not exc 1.50m deep and getting out any soft/ loose soil all as specified and as directed. | 348.3 | Cum | 260 ₹90,558 | 380 ₹1,32,354 | 320 ₹1,11,456 | 320 ₹1,11,456 | 200 ₹69,660 Lowest | 420 ₹1,46,286 | 280 ₹97,524 | 300 ₹1,04,490 | 324.8 ₹1,13,127.84 | 340 ₹1,18,422 |
| 2.00 | Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sq m on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. | 61.2 | Cum | 385 ₹23,562 | 400 ₹24,480 | 470 ₹28,764 | 400 ₹24,480 | 300 ₹18,360 Lowest | 550 ₹33,660 | 350 ₹21,420 | 350 ₹21,420 | 436.16 ₹26,692.99 | 340 ₹20,808 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed. | 15.66 | Cum | 140 ₹2,192.4 | 80 ₹1,252.8 Lowest | 170 ₹2,662.2 | 160 ₹2,505.6 | 100 ₹1,566 | 170 ₹2,662.2 | 200 ₹3,132 | 130 ₹2,035.8 | 120.64 ₹1,889.22 | 160 ₹2,505.6 |
| 4.00 | Removing excavated material/ soil exc. 250m but not exc. 500m and depositing where directed. | 393.84 | Cum | 150 ₹59,076 | 100 ₹39,384 Lowest | 650 ₹2,55,996 | 200 ₹78,768 | 100 ₹39,384 Lowest | 120 ₹47,260.8 | 250 ₹98,460 | 230 ₹90,583.2 | 259.84 ₹1,02,335.39 | 160 ₹63,014.4 |
| 5.00 | Rolling and consolidating of formation surfaces (in cutting) with power roller 8 exc 8 tonne & not exc 12 tonne complete all as specified and as directed. | 81 | 10Sqm | 100 ₹8,100 | 280 ₹22,680 | 35 ₹2,835 Lowest | 300 ₹24,300 | 100 ₹8,100 | 75 ₹6,075 | 65 ₹5,265 | 70 ₹5,670 | 185.6 ₹15,033.6 | 450 ₹36,450 |
| 6.00 | 150mm (spread thickness) soling with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber with power roller exceeding 8 tonne & not exceeding 12 tonne complete all as specified and as directed. | 81 | 10Sqm | 2,726.8 ₹2,20,870.8 | 7,800 ₹6,31,800 | 3,310 ₹2,68,110 | 2,900 ₹2,34,900 | 3,000 ₹2,43,000 | 850 ₹68,850 | 400 ₹32,400 Lowest | 5,800 ₹4,69,800 | 2,700.48 ₹2,18,738.88 | 1,100 ₹89,100 |
| 7.00 | Laying and compacting 150mm thick (compacted thickness) laid in two layers of 75mm, Wet Mix Macadam (WMM) grading as per table 400-13 pf MoRTH specifications of Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications of Road and Bridge works 2013. | 810 | Sqm | 585 ₹4,73,850 | 749 ₹6,06,690 | 715 ₹5,79,150 | 900 ₹7,29,000 | 700 ₹5,67,000 | 450 ₹3,64,500 Lowest | 803 ₹6,50,430 | 680 ₹5,50,800 | 621.76 ₹5,03,625.6 | 620 ₹5,02,200 |
| 8.00 | 50mm thick aggregate of 6.3mm size spreading and levelling complete all as specified and as directed. | 40.5 | Cum | 1,600 ₹64,800 Lowest | 2,750 ₹1,11,375 | 2,800 ₹1,13,400 | 2,600 ₹1,05,300 | 3,000 ₹1,21,500 | 2,300 ₹93,150 | 2,400 ₹97,200 | 3,000 ₹1,21,500 | 2,134.4 ₹86,443.2 | 2,800 ₹1,13,400 |
| 9.00 | Material and labour for machine pressed precast concrete interlocking paver block of approved shape and size conforming to IS-15658-2006 of 80mm thickness, M-40 grade fixed with grey cement and no pigments all as specified and as directed. | 810 | Sqm | 1,300 ₹10,53,000 | 1,389 ₹11,25,090 | 1,200 ₹9,72,000 | 1,150 ₹9,31,500 | 1,200 ₹9,72,000 | 1,500 ₹12,15,000 | 1,300 ₹10,53,000 | 1,400 ₹11,34,000 | 1,039.36 ₹8,41,881.6 Lowest | 1,050 ₹8,50,500 |
| 10.00 | Material and labour for cement for cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in lintels up to 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, and the like including weathering, slightly rounded or chamfered angles and throating, etc. complete all as specified and as directed. | 18.8 | Cum | 8,500 ₹1,59,800 | 12,400 ₹2,33,120 | 11,300 ₹2,12,440 | 9,000 ₹1,69,200 | 9,000 ₹1,69,200 | 8,100 ₹1,52,280 | 9,500 ₹1,78,600 | 7,500 ₹1,41,000 Lowest | 13,177.6 ₹2,47,738.88 | 10,700 ₹2,01,160 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
17 Jul 2026, 6:00 pmClosed
GE FORT KOCHI
GARRISON ENGINEER MILITARY ENGINEER SERVICES GE FORT KOCHI -682 001
PROVISION OF INTERLOCKING PAVER BLOCKS FROM LOGISTICS COMPLEX (P-134) TO GANDHARI GATE AT INS DRONACHARYA UNDER GE FORT KOCHI
2026_MES_767190_2
8338/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
₹87,000
Yes
7 Sept 2026
19 Jun 2026
24 Jul 2026
19 Jun 2026
17 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, not exc 1.50m deep and getting out any soft/ loose soil all as specified and as directed. | 348.3 | Cum | - | - |
| 2 | Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sq m on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. | 61.2 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed. | 15.66 | Cum | - | - |
| 4 | Removing excavated material/ soil exc. 250m but not exc. 500m and depositing where directed. | 393.84 | Cum | - | - |
| 5 | Rolling and consolidating of formation surfaces (in cutting) with power roller 8 exc 8 tonne & not exc 12 tonne complete all as specified and as directed. | 81 | 10Sqm | - | - |
| 6 | 150mm (spread thickness) soling with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber with power roller exceeding 8 tonne & not exceeding 12 tonne complete all as specified and as directed. | 81 | 10Sqm | - | - |
| 7 | Laying and compacting 150mm thick (compacted thickness) laid in two layers of 75mm, Wet Mix Macadam (WMM) grading as per table 400-13 pf MoRTH specifications of Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications of Road and Bridge works 2013. | 810 | Sqm | - | - |
| 8 | 50mm thick aggregate of 6.3mm size spreading and levelling complete all as specified and as directed. | 40.5 | Cum | - | - |
| 9 | Material and labour for machine pressed precast concrete interlocking paver block of approved shape and size conforming to IS-15658-2006 of 80mm thickness, M-40 grade fixed with grey cement and no pigments all as specified and as directed. | 810 | Sqm | - | - |
| 10 | Material and labour for cement for cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in lintels up to 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, and the like including weathering, slightly rounded or chamfered angles and throating, etc. complete all as specified and as directed. | 18.8 | Cum | - | - |
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