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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC l1 |
| 2 | L2₹8.3 L+₹38,437.29 (4.83%)Rejected-AOC KANJIPATTA HOUSE MAMPAD P O BEEMBUNGAL PIN 676542 | MAMPAD | MALAPPURAM | KERALA | 676542 | ₹8.3 L+₹38,437.29 (4.83%) | L2 | Rejected-AOC l2 |
| 3 | L3₹8.4 L+₹39,942.14 (5.02%)Rejected-Finance | ₹8.4 L+₹39,942.14 (5.02%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical NARUKKOTTIL KONNADEN HOUSE NEELANCHERI P O KALIKAVU VIA MALAPPURAM DIST PIN 676 525 | MALAPPURAM | KERALA | 676525 | - | - | Rejected-Technical L8 |
| 5 | Rejected-Technical N M 3 638 VP BUILDING | - | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | Rajeshkumar L4 | SAKKIR HUSSAIN L6 | Nilambur Taluk Labour Contract Co-operative Society Limited L7 | kanjipatta L2 | MOHAMMED ASHIQU M L1 | ASEEB E L3 | MUHAMMED ABDUL RAZAK N K L8 | SULFIKER ALI P.P. L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Toilet Building | |||||||||||
| 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 | 13.5 | cum | 198.01 ₹2,673.14 | 204 ₹2,754 | 219.81 ₹2,967.44 | 193 ₹2,605.5 | 185.26 ₹2,501.01 Lowest | 194.51 ₹2,625.89 | 223.85 ₹3,021.98 | 200.66 ₹2,708.91 |
| 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 | 40.85 | cum | 276.49 ₹11,295.45 | 284 ₹11,602.25 | 306.92 ₹12,538.6 | 271 ₹11,071.16 | 258.68 ₹10,567.85 Lowest | 271.6 ₹11,095.67 | 312.57 ₹12,769.42 | 280.19 ₹11,446.6 |
| 1.00 | OD174064/2025-2026:60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 29.31 | cum | 3,069.44 ₹89,974.49 | 3,200 ₹93,801.6 | 3,407.27 ₹99,877.31 | 3,007 ₹88,144.19 | 2,871.73 ₹84,179.02 Lowest | 3,015.15 ₹88,383.09 | 3,469.99 ₹1,01,715.82 | 3,110.52 ₹91,178.67 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 11.91 | cum | 6,412.94 ₹76,390.94 | 6,500 ₹77,428 | 7,118.76 ₹84,798.67 | 6,283 ₹74,843.1 | 5,999.87 ₹71,470.45 Lowest | 6,299.52 ₹75,039.88 | 7,249.81 ₹86,359.74 | 6,498.78 ₹77,413.47 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.24 | cum | 8,061.84 ₹34,158.02 | 8,285 ₹35,103.55 | 8,949.14 ₹37,917.51 | 7,899 ₹33,468.06 | 7,542.56 ₹31,957.83 Lowest | 7,919.25 ₹33,553.86 | 9,113.89 ₹38,615.55 | 8,169.74 ₹34,615.19 |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 14.47 | cum | 5,817.36 ₹84,165.56 | 6,000 ₹86,808 | 6,457.63 ₹93,428.99 | 5,701 ₹82,482.07 | 5,442.65 ₹78,744.26 Lowest | 5,714.47 ₹82,676.95 | 6,576.51 ₹95,148.95 | 5,895.22 ₹85,292.04 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 7.1 | cum | 10,331.85 ₹73,335.47 | 10,617 ₹75,359.47 | 11,469 ₹81,406.96 | 10,123 ₹71,853.05 | 9,666.36 ₹68,611.82 Lowest | 10,149.12 ₹72,038.45 | 11,680.13 ₹82,905.56 | 10,470.14 ₹74,317.05 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 30.63 | sqm | 738.83 ₹22,630.36 | 758 ₹23,217.54 | 820.14 ₹25,120.89 | 723 ₹22,145.49 | 691.24 ₹21,172.68 Lowest | 725.76 ₹22,230.03 | 835.24 ₹25,583.4 | 748.72 ₹22,933.29 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 13.77 | sqm | 586.36 ₹8,074.18 | 603 ₹8,303.31 | 650.9 ₹8,962.89 | 573 ₹7,890.21 | 548.59 ₹7,554.08 Lowest | 575.99 ₹7,931.38 | 662.88 ₹9,127.86 | 594.21 ₹8,182.27 |
Tender Value
₹10.2 L
EMD Value
₹25,413
Closing Date
18 Jun 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER
Annual Plan-Pro.No 173/26 Construction of toilet for Anchachavdi High school-Kalikavu BP-General Civil Work
2026_LSGD_855291_2
AE/LID EW/KKV/BP/01/26-27
Open Tender
Civil Works - Others
Item Rate
90 days
KALIKAVU BLOCK
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
Yes
₹25,413
Yes
7 Sept 2026
11 Jun 2026
20 Jun 2026
11 Jun 2026
18 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Toilet Building | |||||
| 1.001 | 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 | - | cum | - | - |
| 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 | OD174064/2025-2026:60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 1.004 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.007 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
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