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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-AOC | ₹7.1 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical ACHARATH HOUSE KALLADIKODE | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | NARAYANANKUTTY N A L5 | A SUGUNANUNNI L2 | MUHAMMED MUSTHAFA L4 | JAGADEESAN K L1 | RAJESH P L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00BUILDING | ||||||||
| 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 | 19.82 | cum | 339.21 ₹6,724.16 | 324.1 ₹6,424.63 | 338.15 ₹6,703.15 | 330 ₹6,541.59 | 326 ₹6,462.3 |
| 1.00 | OD223385/2025-2026: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 | 19.82 | cum | 3,765.83 ₹74,650.05 | 3,598.1 ₹71,325.14 | 3,634.05 ₹72,037.77 | 3,200 ₹63,433.6 | 3,621 ₹71,779.08 |
| 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) | 8.92 | cum | 7,867.91 ₹70,189.63 | 7,517.48 ₹67,063.44 | 7,592.57 ₹67,733.32 | 7,100 ₹63,339.1 | 7,565 ₹67,487.37 |
| 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 | 13.21 | sqm | 364.14 ₹4,812.11 | 347.93 ₹4,597.89 | 351.41 ₹4,643.88 | 340 ₹4,493.1 | 350 ₹4,625.25 |
| 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) | 2.97 | cum | 9,890.91 ₹29,415.57 | 9,450.38 ₹28,105.43 | 9,544.78 ₹28,386.18 | 9,500 ₹28,253 | 9,510 ₹28,282.74 |
| 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. | 13.68 | cum | 300.31 ₹4,109.44 | 286.94 ₹3,926.49 | 289.8 ₹3,965.62 | 300 ₹4,105.2 | 289 ₹3,954.68 |
| 1.01 | 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 | 9.12 | cum | 687.81 ₹6,274.2 | 657.18 ₹5,994.8 | 663.74 ₹6,054.64 | 762 ₹6,950.96 | 661 ₹6,029.64 |
| 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 | 24.61 | cum | 6,864.12 ₹1,68,960.31 | 6,558.4 ₹1,61,435.02 | 6,623.93 ₹1,63,048.04 | 6,500 ₹1,59,997.5 | 6,600 ₹1,62,459 |
| 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). | 10.85 | cum | 12,675.93 ₹1,37,533.84 | 12,111.36 ₹1,31,408.26 | 12,097.93 ₹1,31,262.54 | 11,000 ₹1,19,350 | 12,188 ₹1,32,239.8 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
9 Oct 2025, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DIST PANCHAYAT PALAKKAD
Annual Plan-DP 2025-26 Kongad GP Construction of Cherapatta Samskarikanilayam - Kongad Division
2025_LSGD_802163_3
06/AEE/2025-26 DT 24.09.2025
Open Tender
Civil Works - Others
180 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,182
Yes
7 Mar 2026
26 Sept 2025
13 Oct 2025
26 Sept 2025
9 Oct 2025
26 Sept 2025
Amount
BUILDING
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
OD223385/2025-2026: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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
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.
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
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
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).
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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)
5.22.6: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
10.15.1:Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular /L-Type sections, made of 1.60 mm thick M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
A SUGUNANUNNI (BID ID -2380079)
RAJESH P (BID ID -2380137)
MUHAMMED MUSTHAFA (BID ID -2379516)
NARAYANANKUTTY N A (BID ID -2377009)
Bidder Name
NARAYANANKUTTY N A
A SUGUNANUNNI
RAJESH P
JAGADEESAN K
MUHAMMED MUSTHAFA
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