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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.2 LAccepted-AOC | ₹50.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹56.6 LRejected-AOC KOONUMPURUKKA MOOLAKKAL PO CHERUPAZHASSI CHERUPAZHASSI KANNUR KERALA | KANNUR | KANNUR | KERALA | ₹56.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹58.3 LRejected-Finance | ₹58.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹60.3 LRejected-Finance | ₹60.3 L | L4 | Rejected-Finance L4 |
| 5 | L5₹62.3 LRejected-Finance | ₹62.3 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MCN INFRASTRUCTURE SOLUTIONS L1 | K. P. BIJU L2 | M.V. RAMESHAN L5 | P MOHAMMED SHABEEL L3 | SREEJITH P P L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||||
| 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 | 142.01 | cum | 312 ₹44,308.37 | 289.81 ₹41,157.08 | 318.92 ₹45,291.10 | 298.47 ₹42,386.92 | 300 ₹42,604.20 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 38.28 | cum | 115 ₹4,402.20 | 105.55 ₹4,040.45 | 116.15 ₹4,446.22 | 108.71 ₹4,161.42 | 120 ₹4,593.60 |
| 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) | 18.16 | cum | 6,300 ₹1.1 L | 6,391.16 ₹1.2 L | 7,033.09 ₹1.3 L | 6,582.18 ₹1.2 L | 7,250 ₹1.3 L |
| 1.00 | OD92825/2025-2026: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. .All work upto plinth level | 40.41 | cum | 8,440 ₹3.4 L | 8,773.21 ₹3.5 L | 9,654.39 ₹3.9 L | 9,035.43 ₹3.7 L | 9,000 ₹3.6 L |
| 1.00 | OD92829/2025-2026: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. All work above plinth level upto floor V level | 75.23 | cum | 10,100 ₹7.6 L | 10,412.31 ₹7.8 L | 11,458.12 ₹8.6 L | 10,723.52 ₹8.1 L | 9,800 ₹7.4 L |
| 1.01 | OD92828/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 16.92 | cum | 5,450 ₹92,192.20 | 5,872.06 ₹99,331.77 | 6,461.85 ₹1.1 L | 6,047.56 ₹1.0 L | 6,800 ₹1.2 L |
| 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. | 142.03 | cum | 270 ₹38,349.18 | 256.58 ₹36,443.08 | 282.35 ₹40,103.30 | 264.25 ₹37,532.48 | 295 ₹41,900.03 |
| 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 | 36.25 | cum | 480 ₹17,400.48 | 587.63 ₹21,302.18 | 646.65 ₹23,441.71 | 605.2 ₹21,939.11 | 600 ₹21,750.60 |
| 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 | 71.16 | sqm | 330 ₹23,482.80 | 311.11 ₹22,138.59 | 342.35 ₹24,361.63 | 320.4 ₹22,799.66 | 350 ₹24,906 |
Tender Value
₹65.6 L
EMD Value
₹50,000
Closing Date
14 Oct 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD BUILDINGS DIVISON, THALASSERY
GENERAL Construction of school building for Government West L P School Puzhathi Kannur General Civil Work
2025_PWD_804121_1
34/2025-26
Open Tender
Civil Works - Buildings
365 days
Puzhathi
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Dec 2025
29 Sept 2025
16 Oct 2025
29 Sept 2025
14 Oct 2025
29 Sept 2025
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