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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.3 LAccepted-Finance | ₹15.3 L | 1 | Accepted-Finance L1 |
| 2 | 2₹16.1 L+₹78,581.06 (5.14%)Rejected-Finance KADATHODIYIL HOUSE MEZHATHUR | PALAKKAD | KERALA | 678001 | ₹16.1 L+₹78,581.06 (5.14%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical PARAYIL VALAPPIL VEEDU KOOTANAD P O PALAKKAD 679533 | PALAKKAD | KERALA | 679533 | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical 2107 SUB TREASURY KOOTTANAD THRITHALA BLOCK PANCHAYATH | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Mukundan L4 | SIDDIKKUL AKBAR L2 | MOHAMMED ALI P.V L3 | MUHAMMED SHIBIN L1 |
|---|---|---|---|---|---|---|---|
| 1.00Ground Formation | |||||||
| 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 | 46.63 | cum | 343.53 ₹16,018.93 | 341.37 ₹15,918.08 | 341.69 ₹15,933 | 324 ₹15,108.12 Lowest |
| 1.00 | OD382702/2025-2026:Specification code: 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. Details of cost for 1 cum. | 69.16 | cum | 3,813.75 ₹2,63,759.25 | 3,789.79 ₹2,62,101.88 | 3,793.38 ₹2,62,350.16 | 3,609 ₹2,49,598.44 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 26.6 | sqm | 368.78 ₹9,809.62 | 366.47 ₹9,748.1 | 366.81 ₹9,757.15 | 348 ₹9,256.8 Lowest |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 28.09 | cum | 9,515.55 ₹2,67,291.89 | 9,455.77 ₹2,65,612.58 | 9,464.73 ₹2,65,864.27 | 9,006 ₹2,52,978.54 Lowest |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 702.25 | kilogram | 107.37 ₹75,401.04 | 106.7 ₹74,930.08 | 106.79 ₹74,993.28 | 101 ₹70,927.25 Lowest |
| 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) | 8.04 | cum | 7,575.91 ₹60,910.32 | 7,528.31 ₹60,527.61 | 7,535.46 ₹60,585.1 | 7,170 ₹57,646.8 Lowest |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 2,680 | kg | 170.39 ₹4,56,648.15 | 169.32 ₹4,53,777.6 | 169.48 ₹4,54,206.4 | 161 ₹4,31,480 Lowest |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 829.12 | cum | 425.65 ₹3,52,919.59 | 422.98 ₹3,50,703.29 | 425 ₹3,52,378.13 | 402 ₹3,33,308.25 Lowest |
| 1.01 | 2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | 54 | cum | 1,507.28 ₹81,392.93 | 1,497.81 ₹80,881.74 | 1,499.22 ₹80,957.88 | 1,426 ₹77,004 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,362
Closing Date
20 Mar 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
Annual Plan-DP 2025-26 Mezhathoor Highschool Ground formation - Thrithala GP
2026_LSGD_846245_10
14/AEE/2025-26 DT-10/03/2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,362
Yes
10 Sept 2026
11 Mar 2026
22 Mar 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ground Formation | |||||
| 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 | 46.63 | cum | - | - |
| 1.002 | OD382702/2025-2026:Specification code: 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. Details of cost for 1 cum. | 69.16 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 26.6 | sqm | - | - |
| 1.004 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 28.09 | cum | - | - |
| 1.005 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 702.25 | kilogram | - | - |
| 1.006 | 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) | 8.04 | cum | - | - |
| 1.007 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 2,680 | kg | - | - |
| 1.008 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 829.13 | cum | - | - |
| 1.009 | 2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | 54 | cum | - | - |
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