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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-AOC | ₹21.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.8 LRejected-AOC | ₹21.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹22.5 LRejected-AOC | ₹22.5 L | L3 | Rejected-AOC L3 |
| 4 | L4₹22.7 LRejected-AOC | ₹22.7 L | L4 | Rejected-AOC L4 |
| 5 | L5₹23.9 LRejected-AOC | ₹23.9 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | P RASHEED L3 | Girish L5 | Krishnakumar K K L4 | ASKER ALI VTM L6 | Muhammed Raneesh L2 | MUSTHAFA K L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Toilet block in Govt higher Secondry School Pattambi | |||||||||
| 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 | 33.52 | cum | 224.13 ₹7,511.72 | 237.79 ₹7,969.53 | 226.45 ₹7,589.47 | 245 ₹8,211.18 | 217.02 ₹7,273.43 | 216.15 ₹7,244.27 |
| 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) | 4.78 | cum | 6,901.61 ₹32,955.19 | 7,322.05 ₹34,962.79 | 6,973.01 ₹33,296.12 | 7,535 ₹35,979.63 | 6,682.66 ₹31,909.70 | 6,655.69 ₹31,780.92 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 3.71 | cum | 7,277.18 ₹26,976.51 | 7,720.49 ₹28,619.86 | 7,352.45 ₹27,255.53 | 7,945 ₹29,452.12 | 7,046.31 ₹26,120.67 | 7,017.87 ₹26,015.24 |
| 1.00 | OD450394/2025-2026: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 | 31.99 | cum | 3,474.31 ₹1.1 L | 3,685.96 ₹1.2 L | 3,510.25 ₹1.1 L | 3,793 ₹1.2 L | 3,364.09 ₹1.1 L | 3,350.51 ₹1.1 L |
| 1.00 | OD450395/2025-2026: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). | 9.04 | cum | 6,602.34 ₹59,678.55 | 7,004.55 ₹63,314.13 | 6,670.64 ₹60,295.91 | 7,210 ₹65,171.19 | 6,392.88 ₹57,785.24 | 6,367.08 ₹57,552.04 |
| 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. | 11 | cum | 277.06 ₹3,048.49 | 293.94 ₹3,234.22 | 279.93 ₹3,080.07 | 302 ₹3,322.91 | 268.27 ₹2,951.77 | 267.19 ₹2,939.89 |
| 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). | 16.41 | cum | 11,694.7 ₹1.9 L | 12,407.09 ₹2.0 L | 11,815.64 ₹1.9 L | 12,769 ₹2.1 L | 11,323.65 ₹1.9 L | 11,277.95 ₹1.9 L |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 46.35 | sqm | 663.7 ₹30,765.81 | 704.13 ₹32,639.95 | 670.57 ₹31,084.27 | 725 ₹33,607.38 | 642.65 ₹29,790.04 | 640.05 ₹29,669.52 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 31.86 | sqm | 889.08 ₹28,326.09 | 943.25 ₹30,051.95 | 898.28 ₹28,619.20 | 970 ₹30,904.20 | 860.88 ₹27,427.64 | 857.4 ₹27,316.76 |
Tender Value
₹25.8 L
EMD Value
₹50,000
Closing Date
2 May 2026, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Pattambi Municipality
Toilet Construction at Pattambi GHSS PR N0 437/26
2026_LSGD_848735_12
01/AE/LSGD/PTB/MPTY/2026-27
Open Tender
Civil Works - Buildings
180 days
Pattambi Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
23 May 2026
22 Apr 2026
5 May 2026
22 Apr 2026
2 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Toilet block in Govt higher Secondry School Pattambi | ||||||
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD450394/2025-2026: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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD450395/2025-2026: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). | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 1 | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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