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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | ₹9.8 L | L1 | Accepted-AOC L1 Agreement Executed |
| 2 | L2₹10.3 L+₹49,232.68 (5.04%)Rejected-AOC | ₹10.3 L+₹49,232.68 (5.04%) | L2 | Rejected-AOC L1 Agreement Executed |
| 3 | L3₹10.3 L+₹50,282.32 (5.14%)Rejected-AOC | ₹10.3 L+₹50,282.32 (5.14%) | L3 | Rejected-AOC L1 Agreement Executed |
| 4 | L4₹10.8 L+₹1.1 L (10.9%)Rejected-Finance | ₹10.8 L+₹1.1 L (10.9%) | L4 | Rejected-Finance Six bidders have submitted, out of which all except L1, L2, and L3 are being rejected. |
| 5 | L5₹10.9 L+₹1.2 L (11.8%)Rejected-Finance | ₹10.9 L+₹1.2 L (11.8%) | L5 | Rejected-Finance Six bidders have submitted, out of which all except L1, L2, and L3 are being rejected. |
| Sl No | Description | Qty | Unit | SANTHOSH KUMAR V L7 | T V RAJAN L4 | CS BUILDERS AND DEVELOPERS L3 | YADURAJ. T.V. L5 | FAROOK M L1 | M SUKUMARAN L2 | P M UNNIKRISHNAN L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed estimate | ||||||||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 50 | sqm | 125.25 ₹6,262.5 | 116.11 ₹5,805.5 | 55.4 ₹2,770 Lowest | 100 ₹5,000 | 104.68 ₹5,234 | 109.96 ₹5,498 | 122.12 ₹6,106 |
| 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 | 14.63 | cum | 335.74 ₹4,910.87 | 311.23 ₹4,552.36 | 173.95 ₹2,544.37 Lowest | 300 ₹4,388.1 | 280.61 ₹4,104.48 | 294.75 ₹4,311.31 | 327.32 ₹4,787.71 |
| 1.00 | OD283087/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35 x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 22.82 | cum | 6,342.7 ₹1,44,772.13 | 5,879.68 ₹1,34,203.7 | 7,500 ₹1,71,187.5 | 6,250 ₹1,42,656.25 | 5,301.23 ₹1,21,000.57 Lowest | 5,568.26 ₹1,27,095.53 | 6,184.13 ₹1,41,152.77 |
| 1.00 | 50.2.25.1: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 | 13.11 | cum | 680.76 ₹8,926.13 | 631.06 ₹8,274.46 | 550 ₹7,211.6 Lowest | 650 ₹8,522.8 | 568.98 ₹7,460.47 | 597.64 ₹7,836.26 | 663.74 ₹8,702.96 |
| 1.00 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | 1.6 | cum | 1,412.99 ₹2,265.02 | 1,309.84 ₹2,099.67 | 1,100 ₹1,763.3 Lowest | 1,400 ₹2,244.2 | 1,180.98 ₹1,893.11 | 1,240.46 ₹1,988.46 | 1,377.67 ₹2,208.41 |
| 1.01 | OD283091/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc .complete | 22.31 | cum | 7,626.25 ₹1,70,149.26 | 7,069.53 ₹1,57,728.28 | 8,000 ₹1,78,488 | 7,300 ₹1,62,870.3 | 6,374.02 ₹1,42,210.76 Lowest | 6,695.08 ₹1,49,373.93 | 7,435.59 ₹1,65,895.45 |
| 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) | 5.35 | cum | 7,404.03 ₹39,589.35 | 6,863.54 ₹36,699.35 | 6,000 ₹32,082 Lowest | 7,300 ₹39,033.1 | 6,188.29 ₹33,088.79 | 6,500 ₹34,755.5 | 7,218.93 ₹38,599.62 |
| 1.01 | 50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | 0.09 | cum | 1,11,243.59 ₹9,789.44 | 1,03,122.81 ₹9,074.81 | 1,09,417.5 ₹9,628.74 | 1,11,241 ₹9,789.21 | 92,977.39 ₹8,182.01 Lowest | 97,660.75 ₹8,594.15 | 1,08,462.5 ₹9,544.7 |
| 1.01 | 9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 8 | each | 227.5 ₹1,820 | 210.89 ₹1,687.12 | 200 ₹1,600 | 220 ₹1,760 | 190.14 ₹1,521.12 Lowest | 199.72 ₹1,597.76 | 221.81 ₹1,774.48 |
Tender Value
₹11.7 L
EMD Value
₹29,233
Closing Date
3 Jul 2026, 11:00 amClosed
Assistant Executive Engineer
Assistant Executive Engineer PWD Buildings Sub Division Taliparamba
DEPOSIT Construction of Additional room for Cheruthazham village office in Kannur District General Civil Work
2026_PWD_857778_1
D1/TN/07/2026 -27
Open Tender
Civil Works - Buildings
Item Rate
270 days
CHERUTHAZHAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹29,233
Yes
4 Aug 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
3 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 1.001 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | sqm | - | - |
| 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 | - | cum | - | - |
| 1.003 | OD283087/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35 x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 1 | cum | - | - |
| 1.004 | 50.2.25.1: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 | - | cum | - | - |
| 1.005 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | - | cum | - | - |
| 1.006 | OD283091/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc .complete | 1 | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | 1 | cum | - | - |
| 1.009 | 9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | each | - | - |
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