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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.8 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹13.1 L+₹30,929.69 (2.42%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹13.4 L+₹57,162.19 (4.47%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L6 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Krishnakumar K K L2 | VISHNUJITH.M L7 | muhamedrafeek L13 | ASKER ALI VTM L15 | 2MCONSTRUCTIONS L6 | moidu L5 | P RASHEED L11 | M.V.SAKKEER HUSSAIN L3 | RIJIN A L14 | LIPIN M V L9 | Muhammed Rashik P P L1 | FAISAL V L8 | ALSHAD M L4 | MUHAMMED MUSTHAFA L12 | MOHAMMED ALI P L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Auditorium renovation | ||||||||||||||||||
| 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 | 6.88 | cum | 278.24 ₹1,913.18 | 305.4 ₹2,099.93 | 327.34 ₹2,250.79 | 340 ₹2,337.84 | 300 ₹2,062.8 | 300 ₹2,062.8 | 312.95 ₹2,151.84 | 287 ₹1,973.41 | 333 ₹2,289.71 | 309 ₹2,124.68 | 286.3 ₹1,968.6 | 269.79 ₹1,855.08 Lowest | 292.38 ₹2,010.4 | 323.04 ₹2,221.22 | 308.99 ₹2,124.62 |
| 1.00 | OD71071/2026-2027: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 | 5.4 | cum | 3,088.94 ₹16,680.28 Lowest | 3,390.45 ₹18,308.43 | 3,634.04 ₹19,623.82 | 3,790 ₹20,466 | 3,250 ₹17,550 | 3,100 ₹16,740 | 3,474.31 ₹18,761.27 | 3,195 ₹17,253 | 3,713 ₹20,050.2 | 3,434 ₹18,543.6 | 3,178.39 ₹17,163.31 | 3,650 ₹19,710 | 3,245.88 ₹17,527.75 | 3,586.13 ₹19,365.1 | 3,430.38 ₹18,524.05 |
| 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) | 3.38 | cum | 6,453.68 ₹21,781.17 | 7,083.62 ₹23,907.22 | 7,592.57 ₹25,624.92 | 7,900 ₹26,662.5 | 7,500 ₹25,312.5 | 7,500 ₹25,312.5 | 7,258.83 ₹24,498.55 | 670 ₹2,261.25 Lowest | 7,758 ₹26,183.25 | 7,175 ₹24,215.63 | 6,640.58 ₹22,411.96 | 7,800 ₹26,325 | 6,781.58 ₹22,887.83 | 7,492.45 ₹25,287.02 | 7,167.05 ₹24,188.79 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 19.15 | sqm | 590.08 ₹11,299.44 Lowest | 647.69 ₹12,402.62 | 694.22 ₹13,293.62 | 722 ₹13,825.58 | 600 ₹11,489.4 | 650 ₹12,446.85 | 663.7 ₹12,709.19 | 610 ₹11,680.89 | 708 ₹13,557.49 | 656 ₹12,561.74 | 607.18 ₹11,626.89 | 687 ₹13,155.36 | 620.23 ₹11,876.78 | 685.06 ₹13,118.21 | 655.31 ₹12,548.53 |
| 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 | 184.7 | kilogram | 86.96 ₹16,061.51 Lowest | 95.45 ₹17,629.62 | 102.31 ₹18,896.66 | 107 ₹19,762.9 | 90 ₹16,623 | 100 ₹18,470 | 97.81 ₹18,065.51 | 90 ₹16,623 | 104 ₹19,208.8 | 96 ₹17,731.2 | 89.48 ₹16,526.96 | 88 ₹16,253.6 | 91.38 ₹16,877.89 | 100.96 ₹18,647.31 | 96.57 ₹17,836.48 |
| 1.01 | 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) | 1.12 | cum | 8,113.06 ₹9,127.19 Lowest | 8,904.97 ₹10,018.09 | 9,544.78 ₹10,737.88 | 9,965 ₹11,210.63 | 9,100 ₹10,237.5 | 9,500 ₹10,687.5 | 9,125.22 ₹10,265.87 | 8,390 ₹9,438.75 | 9,753 ₹10,972.13 | 9,019 ₹10,146.38 | 8,348 ₹9,391.5 | 9,500 ₹10,687.5 | 8,525.27 ₹9,590.93 | 9,418.92 ₹10,596.29 | 9,009.85 ₹10,136.08 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 29.81 | cum | 5,966.42 ₹1,77,853.01 Lowest | 6,548.8 ₹1,95,213.18 | 7,019.32 ₹2,09,238.91 | 7,300 ₹2,17,605.7 | 6,320 ₹1,88,392.88 | 6,500 ₹1,93,758.5 | 6,710.77 ₹2,00,041.34 | 6,170 ₹1,83,921.53 | 7,173 ₹2,13,819.96 | 6,633 ₹1,97,723.1 | 6,139.2 ₹1,83,003.41 | 7,600 ₹2,26,548.4 | 6,269.56 ₹1,86,889.31 | 6,926.77 ₹2,06,480.09 | 6,625.93 ₹1,97,512.35 |
| 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). | 1.47 | cum | 10,397.49 ₹15,232.32 Lowest | 11,412.38 ₹16,719.14 | 12,232.34 ₹17,920.38 | 12,765 ₹18,700.73 | 10,600 ₹15,529 | 12,500 ₹18,312.5 | 11,694.66 ₹17,132.68 | 10,755 ₹15,756.08 | 12,501 ₹18,313.97 | 11,560 ₹16,935.4 | 10,698.6 ₹15,673.45 | 10,500 ₹15,382.5 | 10,925.77 ₹16,006.25 | 12,071.04 ₹17,684.07 | 11,546.79 ₹16,916.05 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 214.98 | sqm | 286 ₹61,484.28 | 313.93 ₹67,488.67 | 336.48 ₹72,336.47 | 350 ₹75,243 | 345 ₹74,168.1 | 250 ₹53,745 Lowest | 321.69 ₹69,156.92 | 295 ₹63,419.1 | 343 ₹73,738.14 | 317 ₹68,148.66 | 294.2 ₹63,247.12 | 325 ₹69,868.5 | 300.54 ₹64,610.09 | 332.05 ₹71,384.11 | 317.62 ₹68,281.95 |
Tender Value
₹16.9 L
EMD Value
₹42,373
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
DP-PKD-2026-27-Muthuthala division- Govt oriental higher secondary school auditorium naveekaranm pattambi perumamadiyur in muthuthala Gp
2026_LSGD_863060_42
02/AEE/2026-27 DT-28.07.2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,373
Yes
25 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Auditorium renovation | |||||
| 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 | - | cum | - | - |
| 1.002 | OD71071/2026-2027: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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 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 | 1 | kilogram | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.008 | 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). | - | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
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