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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.3 LAdmitted-Finance | ₹17.3 L | L1 | Admitted-Finance |
| 2 | L2₹18.1 LAdmitted-Finance | ₹18.1 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | suresh s L1 | THOMAS V T L2 |
|---|---|---|---|---|---|
| 1.00Earth 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. | |||||
| 1.10 | All kinds of soil | 165 | Cum | 300 ₹49,500 | 300 ₹49,500 |
| 2.00Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width 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 50 m. | |||||
| 2.10 | All kinds of soil | 59.4 | Cum | 225 ₹13,365 | 300 ₹17,820 |
| 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 50 m and lift upto 1.5 m. | 81.25 | Cum | 225 ₹18,281.25 | 200 ₹16,250 |
| 4.00Random 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) upto plinth level with : | |||||
| 4.10 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 99 | Cum | 10,000 ₹9.9 L | 10,000 ₹9.9 L |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 5.10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.6 | Cum | 10,000 ₹96,000 | 10,000 ₹96,000 |
| 6.00Providing 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 : | |||||
Tender Value
₹18.6 L
EMD Value
₹37,137
Closing Date
12 Mar 2026, 4:00 pmClosed
PE cum EO (I/C)
STA (C)
Construction of Pedestrian pathway near VFR to Admin block at IISER Campus, Vithura
2026_IISRT_901353_1
IISER-T/2059/50/2025-26 dated 05.03.2026
Open Tender
Civil Works
60 days
IISER, Maruthamala, Vithura
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹37,137
16 Mar 2026
5 Mar 2026
13 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
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
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width 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 50 m.
All kinds of soil
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 50 m and lift upto 1.5 m.
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) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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 :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns, steps
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
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :
Flush/ Ruled pointing
12 mm cement plaster of mix:
Providing and laying Natural stone of 50 mm thick in footpath & steps, jointed with 3 mm wide epoxy joint filler , including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
50 mm thick natural stone
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