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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.5 LAccepted-AOC | L1 | Accepted-AOC Admitted | |
| 2 | L2₹74.3 L+₹4.8 L (6.95%)Rejected-AOC | L2 | Rejected-AOC Admitted |
| Sl No | Description | Qty | Unit | Babu Antony L1 | AHAMMED KABEER B L2 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 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 | 239.64 | cum | 310 ₹74,288.4 Lowest | 332.06 ₹79,574.86 |
| 1.00 | 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 | 53.58 | cum | 113 ₹6,054.54 Lowest | 120.94 ₹6,479.97 |
| 1.00 | 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) | 36.79 | cum | 6,846 ₹2,51,850.65 Lowest | 7,322.85 ₹2,69,393.01 |
| 1.00 | 2.22.2:Open timbering over areas including strutting, shoring etc. complete (Measurements to be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 m | 52.5 | sqm | 55 ₹2,887.5 Lowest | 58.82 ₹3,088.05 |
| 1.00 | OD271316/2025-2026:Carriage of earth including mechanical transport including loading , unloading additional lead greater than 50 m | 40 | cum | 35 ₹1,400 Lowest | 36.67 ₹1,466.8 |
| 1.01 | 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. | 169.07 | cum | 275 ₹46,495.08 Lowest | 293.98 ₹49,704.08 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 171.62 | sqm | 333 ₹57,149.46 Lowest | 356.46 ₹61,175.67 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 46 | sqm | 725 ₹33,350 Lowest | 775.03 ₹35,651.38 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 287.2 | sqm | 658 ₹1,88,980.23 Lowest | 704.21 ₹2,02,251.93 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
3 Mar 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
PWD BUILDING DIVISION THRISSUR.
GENERAL-BUDGET 2024-25 Construction of new building for Paingodu Govt. LP School. Work-General Civil Work-1
2026_PWD_837965_1
78/2025-26/EE(B)TSR
Open Tender
Civil Works - Buildings
Item Rate
Paingode-Kodungallur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
18 Jun 2026
19 Feb 2026
6 Mar 2026
19 Feb 2026
3 Mar 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 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 | 239.64 | cum | - | - |
| 1.002 | 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 | 53.58 | cum | - | - |
| 1.003 | 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) | 36.79 | cum | - | - |
| 1.004 | 2.22.2:Open timbering over areas including strutting, shoring etc. complete (Measurements to be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 m | 52.5 | sqm | - | - |
| 1.005 | OD271316/2025-2026:Carriage of earth including mechanical transport including loading , unloading additional lead greater than 50 m | 40 | cum | - | - |
| 1.006 | 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. | 169.07 | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 171.62 | sqm | - | - |
| 1.008 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 46 | 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 | 287.2 | sqm | - | - |
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