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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Finance | ₹4.3 L | L1 | Admitted-Finance |
| 2 | L2₹4.5 L+₹14,775 (3.41%)Admitted-Finance | ₹4.5 L+₹14,775 (3.41%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | THOMAS V T L2 | SURENDRAN NAIDU M L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 2 kM | 31 | Cum | 400 ₹12,400 Lowest | 500 ₹15,500 |
| 2.00 | Random rubble masonry with hard stone in foundation and plinth,step of approved design including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : | 21 | Cum | 10,000 ₹2,10,000 | 9,000 ₹1,89,000 Lowest |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 2km and lift upto 1.5 m. | 4 | Cum | 200 ₹800 Lowest | 300 ₹1,200 |
| 4.00 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : | 40 | SQm | 1,000 ₹40,000 | 400 ₹16,000 Lowest |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 5.10 | Foundations, footings, bases for columns,Columns,belt etc. | 21 | sqm | 800 ₹16,800 Lowest | 900 ₹18,900 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 100 | kg | 130 ₹13,000 | 115 ₹11,500 Lowest |
| 7.00 | 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) | 2 | Cum | 9,500 ₹19,000 | 8,000 ₹16,000 Lowest |
| 8.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - | |||||
| 8.10 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.5 | Cum | 12,000 ₹18,000 Lowest | 12,000 ₹18,000 Lowest |
Tender Value
₹4.6 L
EMD Value
₹9,126
Closing Date
19 Jun 2026, 9:00 amClosed
PE-cum-Eo (I/C)
Engg and Estate Office,Maruthamala P O Vithura
Construction of Toe wall and providing Stainless steel fencing near Open Air Theatre at IISER campus Thiruvananthapuram
2026_IISRT_911487_1
IISER-T/2086/14/2026-27 dated 04.06.2026
Open Tender
Civil Works
Works
60 days
Project Office
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹9,126
3 Jul 2026
4 Jun 2026
20 Jun 2026
5 Jun 2026
19 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 2 kM | 31 | Cum | 2,769.9 | ₹85,866.9 |
| 0.0 | Random rubble masonry with hard stone in foundation and plinth,step of approved design including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : | 21 | Cum | 2,769.9 | ₹58,167.9 |
| 0.0 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 2km and lift upto 1.5 m. | 4 | Cum | 2,769.9 | ₹11,079.6 |
| 0.0 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : | 40 | SQm | 2,769.9 | ₹1,10,796 |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form work for : | - | - | - | - |
| 0.9 | Foundations, footings, bases for columns,Columns,belt etc. | 21 | sqm | 2,769.9 | ₹58,167.9 |
| 0.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 100 | kg | 2,769.9 | ₹2,76,990 |
| 0.0 | 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) | 2 | Cum | 2,769.9 | ₹5,539.8 |
| 0.0 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - | - | - | - | - |
| 0.9 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.5 | Cum | 2,769.9 | ₹4,154.85 |
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