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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | joseph francis L2 | HAFFIZ MOHAMMED L1 | ALSAJITH N M L3 |
|---|---|---|---|---|---|---|
| 1.00Shelter home. | ||||||
| 1.00 | 2.6.1: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 | 18.7 | cum | 257.63 ₹4,818.2 | 247 ₹4,619.39 Lowest | 257.63 ₹4,818.2 |
| 1.00 | 2.8.1: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 up to 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 | 50.06 | cum | 359.72 ₹18,009.02 | 345 ₹17,272.08 Lowest | 359.72 ₹18,009.02 |
| 1.00 | OD442330/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.(Department rubble) | 30.14 | cum | 3,993.46 ₹1,20,346.91 | 3,851 ₹1,16,053.74 Lowest | 4,193 ₹1,26,360.25 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.92 | cum | 9,235.97 ₹8,478.62 | 8,907 ₹8,176.63 Lowest | 9,235.97 ₹8,478.62 |
| 1.00 | OD442329/2025-2026:Earth filling with contractors own earth in open areas in layers not exceeding 20 cm. in depth ,consolidating each layers by ramming and watering lead up to 50 mts. and lift up to 1.50 mts.etc.complete. | 44.66 | cum | 445.71 ₹19,904.07 | 437 ₹19,515.11 Lowest | 465 ₹20,765.51 |
| 1.01 | OD440916/2025-2026:Dowel bar using 16 mm tore steel bar 60cm deep inside the hole and 60cm outside the hole and bent at 30 cm above the rock | 22 | each | 959 ₹21,098 | 905 ₹19,910 Lowest | 959 ₹21,098 |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 3.97 | cum | 8,364.57 ₹33,198.98 | 7,903 ₹31,367.01 Lowest | 8,364.57 ₹33,198.98 |
| 1.01 | 4.1.3A:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate
20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%) | 9.11 | cum | 8,934.23 ₹81,426.57 | 8,443 ₹76,949.5 Lowest | 8,934.23 ₹81,426.57 |
| 1.01 | 4.1.8: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) | 4.42 | cum | 7,932.89 ₹35,023.71 | 7,495 ₹33,090.43 Lowest | 7,932.89 ₹35,023.71 |
Tender Value
₹14.3 L
EMD Value
₹35,635
Closing Date
24 Mar 2026, 5:00 pmClosed
Assistant Engineer
LID and EW Section Koottickal Section
Annual Plan-Koottickal GP Project No.265/2026 Rebuiid Kerala Shelter Home Construction
2026_LSGD_847137_1
05-AE-LID-EW-KTL-2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Koottickal GP
Refer tender notice
5 documents required · 5 mandatory
₹2,760
Yes
₹35,635
Yes
19 Oct 2026
13 Mar 2026
26 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Shelter home. | |||||
| 1.001 | 2.6.1: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 | 18.7 | cum | - | - |
| 1.002 | 2.8.1: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 up to 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 | 50.06 | cum | - | - |
| 1.003 | OD442330/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.(Department rubble) | 30.14 | cum | - | - |
| 1.004 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.92 | cum | - | - |
| 1.005 | OD442329/2025-2026:Earth filling with contractors own earth in open areas in layers not exceeding 20 cm. in depth ,consolidating each layers by ramming and watering lead up to 50 mts. and lift up to 1.50 mts.etc.complete. | 44.66 | cum | - | - |
| 1.006 | OD440916/2025-2026:Dowel bar using 16 mm tore steel bar 60cm deep inside the hole and 60cm outside the hole and bent at 30 cm above the rock | 22 | each | - | - |
| 1.007 | 4.1.6: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 40 mm nominal size derived from natural sources) | 3.97 | cum | - | - |
| 1.008 | 4.1.3A:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate
20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%) | 9.11 | cum | - | - |
| 1.009 | 4.1.8: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) | 4.42 | cum | - | - |
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