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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 Cr+₹6.5 L (3.04%)Rejected-AOC THRURUTHIPARAMBIL MUNDAGAMATTOM NEELEESWARAM PO ERNAKULAM KERALA 683574 | ERNAKULAM | KERALA | 683574 | ₹2.2 Cr+₹6.5 L (3.04%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.2 Cr+₹10.2 L (4.76%)Rejected-AOC NEREVEETTIL HOUSE THRIKKAKARA P O KOCHI 682 021 | ERNAKULAM | KERALA | 682021 | ₹2.2 Cr+₹10.2 L (4.76%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | N J THOMAS L3 | CUBE INDIA ENGINEERING L1 | TEAMCONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix A-Residence Building | ||||||
| 1.01 | Engaging labour: coolie | 25 | nos | 1,050 ₹26,250 | 1,028 ₹25,700 | 1,018 ₹25,450 Lowest |
| 1.02 | Hire charges of equipments for demolishing heavy concrete block, foundation etc., | 1 | Day | 11,954 ₹11,954 | 11,954 ₹11,954 | 11,840 ₹11,840 Lowest |
| 1.03 | 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 | 132 | m3 | 257 ₹33,924 | 244 ₹32,208 | 242 ₹31,944 Lowest |
| 1.04 | Hire and running charges for tipper | 20 | Day | 4,000 ₹80,000 | 5,000 ₹1,00,000 | 3,970 ₹79,400 Lowest |
| 1.05 | 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 upto 50 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) | 1 | Test | 6,45,994 ₹6,45,994 | 61,364 ₹61,364 | 60,783 ₹60,783 Lowest |
| 1.06 | 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 upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) | 1 | Test | 23,153 ₹23,153 | 21,995 ₹21,995 | 21,787 ₹21,787 Lowest |
| 1.07 | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations 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 as per direction
of site Engineer-in-charge | 28.14 | m3 | 730 ₹20,540.01 | 693 ₹19,498.94 | 686 ₹19,301.98 Lowest |
| 1.08 | 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 | 170.23 | m3 | 360 ₹61,282.08 | 341 ₹58,047.75 | 338 ₹57,537.06 Lowest |
| 1.09 | 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) | 16.46 | m3 | 7,457 ₹1,22,764.59 | 6,500 ₹1,07,009.5 Lowest | 7,464 ₹1,22,879.83 |
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
12 Jun 2026, 5:30 pmClosed
Project Manager
Disrict Nirmithi Kendra, Ernakulam
the work include construction of a two storeyed officie residential building with plinth area 364.18m2 and is proposed as load bearing with pile foundation, soil strengthening works super structure using cement concrete blocks etc
2026_DNKEK_854501_1
EDNK 33/2021
Open Tender
Civil Works - Buildings
Item Rate
Kadavanthra
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,850
₹1 L
31 Jul 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A-Residence Building | |||||
| 1.01 | Engaging labour: coolie | 25 | nos | 1,082.18 | ₹27,054.5 |
| 1.02 | Hire charges of equipments for demolishing heavy concrete block, foundation etc., | 1 | Day | 12,583.4 | ₹12,583.4 |
| 1.03 | 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 | 132 | m3 | 257.63 | ₹34,007.16 |
| 1.04 | Hire and running charges for tipper | 20 | Day | 4,219.14 | ₹84,382.8 |
| 1.05 | 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 upto 50 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) | 1 | Test | 64,594.79 | ₹64,594.79 |
| 1.06 | 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 upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) | 1 | Test | 23,153.46 | ₹23,153.46 |
| 1.07 | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations 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 as per direction
of site Engineer-in-charge | - | m3 | 729.39 | - |
| 1.08 | 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 | 0.2 | m3 | 359.72 | ₹71.94 |
| 1.09 | 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) | - | m3 | 7,932.89 | - |
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