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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 CrAdmitted-Finance | ₹10.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.8 Cr+₹86.2 L (7.88%)Admitted-Finance | ₹11.8 Cr+₹86.2 L (7.88%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOOPENS AZTECH CONTRACTING LLP L2 | MALIYEKKAL CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|
| 1.00NOTE: 1.For the same item, appearing under multiple subheads, bidders shall quote the same rate across all subheads. 2. If different rates are quoted for the same item, under different subheads, the lowest quoted rate for that item will be considered for all occurrences of that item in the BoQ while finalising the contract. | |||||
| 2.00ACADEMIC BLOCK - EARTH WORK | |||||
| 3.00 | 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 | 56.15 | cum | 372.8 ₹20,933.47 | 335 ₹18,810.92 Lowest |
| 4.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 182.67 | cum | 687.35 ₹1,25,555.48 | 615 ₹1,12,339.59 Lowest |
| 5.00 | 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 | 372.56 | cum | 256.3 ₹95,486.87 | 240 ₹89,414.16 Lowest |
| 6.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 1,476.46 | cum | 524.25 ₹7,74,036.25 | 485 ₹7,16,085.04 Lowest |
| 7.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 3.48 | cum | 139.8 ₹485.81 | 120 ₹417 Lowest |
| 8.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 13.9 | cum | 233 ₹3,238.93 | 220 ₹3,058.22 Lowest |
| 9.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 2,000.03 | cum | 291.25 ₹5,82,508.74 | 270 ₹5,40,008.1 Lowest |
| 10.00Concrete Works | |||||
Tender Value
₹10.8 Cr
EMD Value
₹5 L
Closing Date
2 Mar 2026, 3:00 pmClosed
Managing Director
KITCO Ltd M M Gardens Church Landing Road Pallimukku, Ernakulam
Augmentation of Infrastructural facilities at Kannur University Construction of Academic Building at Payyannur Campus
2026_KITCO_834808_1
HED/KITCO/CL/16/2025-26
Open Tender
Civil Works - Buildings
Item Rate
450 days
Payynnur Kannur
As per NIT
9 documents required · 9 mandatory
₹17,700
Yes
₹5 L
Yes
KITCO Ltd
24 Apr 2026
9 Feb 2026
4 Mar 2026
9 Feb 2026
2 Mar 2026
18 Feb 2026
9 Feb 2026 - 13 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | ACADEMIC BLOCK - EARTH WORK | - | - | - | - |
| - | 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 | - | cum | - | - |
| - | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 0.4 | cum | - | - |
| - | 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 | 0.6 | cum | - | - |
| - | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 0.6 | cum | - | - |
| - | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| - | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 1 | cum | - | - |
| - | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | cum | - | - |
| - | Concrete Works | - | - | - | - |
| - | 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) | 0.6 | cum | - | - |
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