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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC | ₹1.5 Cr | 1 | Accepted-AOC Agreement executed |
| 2 | 2₹1.5 Cr+₹37,305.12 (0.25%)Rejected-AOC | ₹1.5 Cr+₹37,305.12 (0.25%) | 2 | Rejected-AOC Work awarded to L1 |
| 3 | 3₹1.6 Cr+₹7.1 L (4.65%)Rejected-AOC | ₹1.6 Cr+₹7.1 L (4.65%) | 3 | Rejected-AOC Work awarded to L1 |
| 4 | 4₹1.9 Cr+₹38.7 L (25.4%)Rejected-AOC | ₹1.9 Cr+₹38.7 L (25.4%) | 4 | Rejected-AOC Work awarded to L1 |
| Sl No | Description | Qty | Unit | SAKKEER.K.S L3 | SHAJI V J L2 | Aji T Abraham L1 | ANTONY JOSEPH L4 |
|---|---|---|---|---|---|---|---|
| 1.00cc | |||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 400 | sqm | 16.97 ₹6,788 | 15.6 ₹6,240 Lowest | 15.6 ₹6,240 Lowest | 19.58 ₹7,832 |
| 1.00 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | 3 | each | 2,090.7 ₹6,272.1 Lowest | 2,105.15 ₹6,315.45 | 2,125 ₹6,375 | 2,642.15 ₹7,926.45 |
| 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 | 379.94 | cum | 240.45 ₹91,357.53 | 220.97 ₹83,956.23 | 220 ₹83,587.68 Lowest | 277.36 ₹1,05,381.27 |
| 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 | 245.47 | cum | 335.74 ₹82,413.43 | 308.55 ₹75,739.15 Lowest | 310 ₹76,095.08 | 387.25 ₹95,057.48 |
| 1.00 | OD56079/2025-2026:Boring, providing and installing 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap). Excess cement used as per design mix is not payable or recoverable separately. 600 mm dia piles | 392 | metre | 4,702 ₹18,43,184 | 3,936.67 ₹15,43,174.64 Lowest | 3,970 ₹15,56,240 | 5,400 ₹21,16,800 |
| 1.01 | OD56111/2025-2026:Boring, providing and installing 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap). Excess cement used as per design mix is not payable or recoverable separately. 700 mm dia piles | 448 | metre | 5,865 ₹26,27,520 | 4,904.9 ₹21,97,395.2 Lowest | 4,952 ₹22,18,496 | 6,100 ₹27,32,800 |
| 1.01 | 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 | 65,000 ₹65,000 | 61,881.02 ₹61,881.02 Lowest | 62,400 ₹62,400 | 70,561.13 ₹70,561.13 |
| 1.01 | 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) | 1 | per test | 35,703.3 ₹35,703.3 | 32,811.33 ₹32,811.33 Lowest | 33,100 ₹33,100 | 36,064.58 ₹36,064.58 |
| 1.01 | 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 | 51.71 | cum | 122.28 ₹6,323.47 | 112.38 ₹5,811.51 Lowest | 113 ₹5,843.57 | 141.08 ₹7,295.67 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
28 Feb 2026, 3:00 pmClosed
Superintending Engineer, Buildings North Circl
Superintending Engineer, Buildings North Circle
pile, pile cap ,grade beam ,plinth beam ,column , First floor beam slab , outer wall and lintel ,floor tile work, plastering ,paining tile work and retaining wall along grid 1
2026_PWD_838936_1
PWD/BLDG/TR/10486/2025_5_1_1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Kalpetta
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,515
Yes
₹50,000
Yes
3 Jul 2026
21 Feb 2026
3 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1cc | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | - | each | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | 0.2 | cum | - | - |
| 1.005 | OD56079/2025-2026:Boring, providing and installing 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap). Excess cement used as per design mix is not payable or recoverable separately. 600 mm dia piles | - | metre | - | - |
| 1.006 | OD56111/2025-2026:Boring, providing and installing 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap). Excess cement used as per design mix is not payable or recoverable separately. 700 mm dia piles | - | metre | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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