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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹16.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹16.5 L+₹43,905.90 (2.73%)Admitted-Fee/PreQual/Technical/Finance ALANGAD GRAMA PANCHAYATH PIN 683 511 | ERNAKULAM | KERALA | 683511 | ₹16.5 L+₹43,905.90 (2.73%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹17.7 L+₹1.6 L (9.73%)Admitted-Fee/PreQual/Technical/Finance KANNETH PUTHENCRUZ 682308 | ERNAKULAM | KERALA | 682308 | ₹17.7 L+₹1.6 L (9.73%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹19.7 L+₹3.6 L (22.1%)Admitted-Fee/PreQual/Technical/Finance | ₹19.7 L+₹3.6 L (22.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOY THOMAS L3 | Narayanan V V L4 | C P Ajish L1 | JOLLY T V L2 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix I- Construction of Store room | |||||||
| 1.01 | Engaging man coolie. | 5 | Day | 1,100 ₹5,500 | 1,250 ₹6,250 | 973 ₹4,865 Lowest | 1,068 ₹5,340 |
| 1.02 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the
periphery of the area cleared. | 240 | sqm | 10 ₹2,400 | 40 ₹9,600 | 8.1 ₹1,944 Lowest | 9 ₹2,160 |
| 1.03 | Demolishing stone rubble masonry manually / by mechanical means including
stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement Mortar | 9.65 | cum | 2,000 ₹19,296 | 1,500 ₹14,472 | 1,077 ₹10,390.9 Lowest | 1,958 ₹18,890.78 |
| 1.04 | Dismantling and stacking with in 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of :T or L iron or pipe | 2 | each | 500 ₹1,000 | 1,000 ₹2,000 | 216 ₹432 | 214 ₹428 Lowest |
| 1.05 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | 70 | kg | 100 ₹7,000 | 100 ₹7,000 | 34 ₹2,380 | 9 ₹630 Lowest |
| 1.06 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 19.28 | cum | 300 ₹5,782.8 | 600 ₹11,565.6 | 231 ₹4,452.76 Lowest | 312 ₹6,014.11 |
| 1.07 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 6.71 | cum | 7,250 ₹48,683.75 | 9,600 ₹64,464 | 7,138 ₹47,931.67 | 7,031 ₹47,213.17 Lowest |
| 1.08 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 19.59 | cum | 7,000 ₹1,37,102 | 6,000 ₹1,17,516 Lowest | 7,508 ₹1,47,051.69 | 7,120 ₹1,39,452.32 |
| 1.09 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.1 | cum | 10,500 ₹22,029 | 13,600 ₹28,532.8 | 9,439 ₹19,803.02 | 9,256 ₹19,419.09 Lowest |
Tender Value
₹17.9 L
EMD Value
₹44,800
Closing Date
14 Jul 2026, 3:00 pmClosed
THE REGISTRAR
CUSAT, COCHIN-22
Construction of store room, security cabin, rest room, compound wall and GI fencing at GIS substation at CUSAT Campus.
2026_CUSAT_857501_1
CUSAT/ET62CIVIL/UEU/5327/26-27
Open Tender
Civil Works - Others
Item Rate
120 days
CUSAT, THRIKKAKARA CAMPUS
6 documents required · 6 mandatory
₹3,304
₹44,800
20 Jul 2026
25 Jun 2026
18 Jul 2026
25 Jun 2026
14 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.001 | Appendix I- Construction of Store room | - | - | - | - |
| 1.01 | Engaging man coolie. | - | Day | - | - |
| 1.02 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the
periphery of the area cleared. | - | sqm | - | - |
| 1.03 | Demolishing stone rubble masonry manually / by mechanical means including
stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement Mortar | 1 | cum | - | - |
| 1.04 | Dismantling and stacking with in 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of :T or L iron or pipe | - | each | - | - |
| 1.05 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | - | kg | - | - |
| 1.06 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - |
| 1.07 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.08 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.09 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
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