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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.4 LAccepted-AOC | ₹62.4 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹64.0 LRejected-AOC | ₹64.0 L | L2 | Rejected-AOC 2nd lowest |
| 3 | L3₹65.1 LRejected-AOC | ₹65.1 L | L3 | Rejected-AOC 3rd lowest |
| 4 | L4₹66.4 LRejected-AOC | ₹66.4 L | L4 | Rejected-AOC 4th lowest |
| 5 | L5₹67.5 LRejected-AOC | ₹67.5 L | L5 | Rejected-AOC 5 th lowest |
| Sl No | Description | Qty | Unit | Haridas L5 | RAJESH.V L1 | kunhahammed v L4 | M.V.SAKKEER HUSSAIN L2 | MOHAMMED SHABEEB C A L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of new building for Govt High School Koonathara Shornur | ||||||||
| 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 | 142.26 | cum | 305.04 ₹43,395.91 | 282.02 ₹40,121.01 | 299 ₹42,536.64 | 250 ₹35,565.75 | 293.89 ₹41,809.67 |
| 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) | 18.91 | cum | 6,727.09 ₹1.3 L | 6,219.39 ₹1.2 L | 6,900 ₹1.3 L | 6,000 ₹1.1 L | 6,481.17 ₹1.2 L |
| 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) | 11.96 | cum | 7,075.28 ₹84,648.65 | 6,541.3 ₹78,260.11 | 6,850 ₹81,953.40 | 8,000 ₹95,712 | 6,816.63 ₹81,554.16 |
| 1.00 | OD207617/2023-2024:(OD Reference- 60.7.1 Irrigation) 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 | 1.8 | cum | 3,386.45 ₹6,105.77 | 3,130.87 ₹5,644.96 | 3,300 ₹5,949.90 | 3,800 ₹6,851.40 | 3,262.66 ₹5,882.58 |
| 1.00 | 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. | 144.04 | cum | 270.06 ₹38,898.36 | 249.68 ₹35,962.91 | 280 ₹40,330.08 | 250 ₹36,009 | 260.19 ₹37,476.73 |
| 1.01 | OD207618/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per mix design is not payable but less cement used as per design mix is recoverable. All work above plinth level upto floor V level | 97.38 | cum | 10,959.6 ₹10.7 L | 10,132.46 ₹9.9 L | 10,500 ₹10.2 L | 11,000 ₹10.7 L | 10,558.96 ₹10.3 L |
| 1.01 | OD207619/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per mix design is not payable but less cement used as per design mix is recoverable. All works upto plinth level | 47.59 | cum | 9,234.36 ₹4.4 L | 8,537.42 ₹4.1 L | 9,000 ₹4.3 L | 9,500 ₹4.5 L | 8,896.78 ₹4.2 L |
| 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 | 67.04 | sqm | 327.46 ₹21,952.92 | 302.75 ₹20,296.36 | 310 ₹20,782.40 | 300 ₹20,112 | 315.49 ₹21,150.45 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 338.35 | sqm | 815.13 ₹2.8 L | 753.61 ₹2.5 L | 720 ₹2.4 L | 700 ₹2.4 L | 785.33 ₹2.7 L |
Tender Value
₹79.7 L
EMD Value
₹50,000
Closing Date
12 Nov 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer, PWD Buildings Division Palakkad
Construction of School building for Govt High School Koonathara Shornur,
2025_PWD_819241_1
PWD/BLDG/TR/420/2024_5_1_1/1
Open Tender
Civil Works - Buildings
270 days
PALAKKAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
7 Feb 2026
5 Nov 2025
15 Nov 2025
5 Nov 2025
12 Nov 2025
5 Nov 2025
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