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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAdmitted-Finance M M ALI ROAD KOZHIKODE | KOZHIKODE | KERALA | 612906 | ₹6.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.9 Cr+₹30.5 L (4.61%)Admitted-Finance | ₹6.9 Cr+₹30.5 L (4.61%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HASCON CONSTRUCTIONS AND INTERIORS L1 | MOOPENS AZTECH CONTRACTING LLP L2 |
|---|---|---|---|---|---|
| 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. | |||||
| 2.00LIBRARY BLOCK Earth works | |||||
| 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 | 476.65 | cum | 350 ₹1,66,826.1 Lowest | 374.4 ₹1,78,456.26 |
| 4.00 | 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 | 137.6 | cum | 280 ₹38,528 | 257.4 ₹35,418.24 Lowest |
| 5.00 | 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 | 38.6 | cum | 180 ₹6,948 | 117 ₹4,516.2 Lowest |
| 6.00 | 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. | 101.31 | cum | 290 ₹29,380.77 | 263.25 ₹26,670.65 Lowest |
| 7.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 900 | cum | 670 ₹6,03,000 | 526.5 ₹4,73,850 Lowest |
| 8.00 | OD280923/2025-2026:Filling available excavated earth(excluding rock) in trenches, under floors,plinth,sides
of foundation,in areas etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by
ramming and watering,lead upto 50m and lift upto 1.5m including cost and conveyance of all
materials,labour charges, etc complete at all levels as directed by the Engineer-in-Charge | 513 | cum | 330 ₹1,69,290 | 292.5 ₹1,50,052.5 Lowest |
| 9.00 | OD305394/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles.(Minimum cement content considered in M-30 is @ 400 Kg/cum as per IS 2911 : 2010 ) | 1,086 | metre | 3,050 ₹33,12,300 Lowest | 4,297.12 ₹46,66,672.32 |
| 10.00 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) | 1 | per test | 1,35,000 ₹1,35,000 | 87,750 ₹87,750 Lowest |
Tender Value
₹6.3 Cr
EMD Value
₹2 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 CHMKM Govt Arts and Science College Koduvally
2026_KITCO_834970_1
HED/KITCO/CL/17/2025-26
Open Tender
Civil Works - Buildings
Item Rate
450 days
Koduvally
As per tender
7 documents required · 7 mandatory
₹11,800
Yes
₹2 L
Yes
KITCO Ltd
30 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 |
|---|---|---|---|---|---|
| - | LIBRARY BLOCK
Earth works | - | - | - | - |
| - | 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 | 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 | 1 | 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 | - | - |
| - | 2.25: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. | 0.2 | cum | - | - |
| - | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | - | cum | - | - |
| - | OD280923/2025-2026:Filling available excavated earth(excluding rock) in trenches, under floors,plinth,sides
of foundation,in areas etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by
ramming and watering,lead upto 50m and lift upto 1.5m including cost and conveyance of all
materials,labour charges, etc complete at all levels as directed by the Engineer-in-Charge | - | cum | - | - |
| - | OD305394/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles.(Minimum cement content considered in M-30 is @ 400 Kg/cum as per IS 2911 : 2010 ) | - | metre | - | - |
| - | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) | - | per test | - | - |
| - | 20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) | - | per test | - | - |
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