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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | ₹14.8 L | L1 | Accepted-AOC First lowest |
| 2 | L2₹15.1 L+₹31,834.47 (2.15%)Rejected-AOC | ₹15.1 L+₹31,834.47 (2.15%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹15.2 L+₹43,934.71 (2.97%)Rejected-AOC | ₹15.2 L+₹43,934.71 (2.97%) | L3 | Rejected-AOC Third lowest |
| 4 | L4₹15.3 L+₹47,623.24 (3.22%)Rejected-AOC | ₹15.3 L+₹47,623.24 (3.22%) | L4 | Rejected-AOC fourth lowest |
| 5 | L5₹15.3 L+₹54,996.30 (3.72%)Rejected-AOC | ₹15.3 L+₹54,996.30 (3.72%) | L5 | Rejected-AOC Fifth lowest |
| Sl No | Description | Qty | Unit | V K M L5 | PK UNNENKUTTY L4 | ABDUL JALEEL L8 | Abdul Salam K P L7 | NAGARAJAN P L6 | Muhammed Raneesh L2 | NAUFAL C.A L1 | RATHISH KUMAR E L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Reconstruction of compoundwall | |||||||||||
| 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 | 66.04 | cum | 215.9 ₹14,258.04 | 214.9 ₹14,192 | 226.71 ₹14,971.93 | 226.7 ₹14,971.27 | 225 ₹14,859 | 212.64 ₹14,042.75 | 208.17 ₹13,747.55 Lowest | 214.35 ₹14,155.67 |
| 1.00 | OD39709/2024-2025:DRY RUBBLE MASONRY using departmental stone (OD Reference 60.7.1 irrigation) | 65.02 | cum | 1,437.91 ₹93,487.16 | 1,431 ₹93,037.9 | 1,509.97 ₹98,172.21 | 1,300 ₹84,520.8 Lowest | 1,526 ₹99,214.42 | 1,416.28 ₹92,080.86 | 1,386.43 ₹90,140.13 | 1,427.61 ₹92,817.49 |
| 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) | 65.13 | cum | 6,991.85 ₹4,55,393.17 | 6,958.5 ₹4,53,221.02 | 7,342.27 ₹4,78,216.73 | 6,900 ₹4,49,410.8 | 7,300 ₹4,75,463.6 | 6,886.71 ₹4,48,545.2 | 6,741.54 ₹4,39,089.98 Lowest | 6,941.78 ₹4,52,132.01 |
| 1.00 | 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 | 25.8 | cum | 6,099.83 ₹1,57,400.01 | 6,070.7 ₹1,56,648.34 | 6,405.55 ₹1,65,288.81 | 6,500 ₹1,67,726 | 6,270 ₹1,61,791.08 | 6,008.11 ₹1,55,033.27 | 5,881.46 ₹1,51,765.19 Lowest | 6,056.15 ₹1,56,272.89 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 35.16 | sqm | 639.3 ₹22,477.79 | 636.2 ₹22,368.79 | 671.33 ₹23,603.96 | 648 ₹22,783.68 | 630 ₹22,150.8 | 629.68 ₹22,139.55 | 616.41 ₹21,672.98 Lowest | 634.72 ₹22,316.76 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 7.2 | metre | 191.18 ₹1,376.5 | 190.3 ₹1,370.16 | 200.75 ₹1,445.4 | 200 ₹1,440 | 200 ₹1,440 | 188.29 ₹1,355.69 | 184.33 ₹1,327.18 Lowest | 189.8 ₹1,366.56 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 3.24 | sqm | 805.52 ₹2,609.88 | 801.7 ₹2,597.51 | 845.89 ₹2,740.68 | 800 ₹2,592 | 870 ₹2,818.8 | 793.4 ₹2,570.62 | 776.68 ₹2,516.44 Lowest | 799.75 ₹2,591.19 |
| 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). | 3.84 | cum | 11,264.52 ₹43,255.76 | 11,210.7 ₹43,049.09 | 11,829.08 ₹45,423.67 | 11,700 ₹44,928 | 11,000 ₹42,240 | 11,095.14 ₹42,605.34 | 10,861.25 ₹41,707.2 Lowest | 11,183.86 ₹42,946.02 |
| 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 | 3.2 | sqm | 323.61 ₹1,035.55 | 322.1 ₹1,030.72 | 339.82 ₹1,087.42 | 300 ₹960 Lowest | 360 ₹1,152 | 318.73 ₹1,019.94 | 312.02 ₹998.46 | 321.29 ₹1,028.13 |
Tender Value
₹18.3 L
EMD Value
₹45,762
Closing Date
3 Aug 2026, 4:00 pmClosed
Executive Engineer
PWD Buildings Division Palakkad
DEPOSIT Construction of compound wall for District Treasury Cherppulassery work General Civil Work
2026_PWD_862494_1
PWD/BLDG/TR/8880/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
Palakkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹45,762
Yes
8 Sept 2026
25 Jul 2026
6 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reconstruction of compoundwall | |||||
| 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 | OD39709/2024-2025:DRY RUBBLE MASONRY using departmental stone (OD Reference 60.7.1 irrigation) | 0.4 | 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) | 0.8 | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.006 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 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). | 1 | cum | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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