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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹73.9 LAccepted-AOC | ₹73.9 L | 1 | Accepted-AOC agreement executed |
| 2 | 2₹74.2 L+₹28,028.89 (0.38%)Rejected-AOC | ₹74.2 L+₹28,028.89 (0.38%) | 2 | Rejected-AOC Work awarded to L1 |
| 3 | 3₹75.5 L+₹1.7 L (2.24%)Rejected-AOC | ₹75.5 L+₹1.7 L (2.24%) | 3 | Rejected-AOC Work awarded to L1 |
| 4 | 4₹77.1 L+₹3.2 L (4.32%)Rejected-AOC | ₹77.1 L+₹3.2 L (4.32%) | 4 | Rejected-AOC Work awarded to L1 |
| 5 | 5₹83.2 L+₹9.4 L (12.7%)Rejected-AOC MAYURAM PAYANCHERY IRITTY KANNUR PIN 670001 | IRITTY | KANNUR | KERALA | 670001 | ₹83.2 L+₹9.4 L (12.7%) | 5 | Rejected-AOC Work awarded to L1 |
| Sl No | Description | Qty | Unit | M.T MUHAMMED MUNAZIR L3 | ASHIF PK L1 | ANEESH KUMAR C N L2 | NOUSHAD C A L4 | PRAVAH INFRATECH LLP L5 |
|---|---|---|---|---|---|---|---|---|
| 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 | 242.74 | cum | 279.67 ₹67,886.82 | 250 ₹60,684.75 Lowest | 274 ₹66,510.49 | 285.38 ₹69,272.86 | 308.18 ₹74,807.31 |
| 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 | 48.36 | cum | 101.86 ₹4,926.36 | 100 ₹4,836.4 Lowest | 100 ₹4,836.4 Lowest | 103.94 ₹5,026.95 | 112.24 ₹5,428.38 |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 140 | cum | 346.53 ₹48,514.2 | 360 ₹50,400 | 340 ₹47,600 Lowest | 353.6 ₹49,504 | 381.85 ₹53,459 |
| 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. | 100.1 | cum | 247.6 ₹24,784.51 | 260 ₹26,025.74 | 243 ₹24,324.06 Lowest | 252.65 ₹25,290.01 | 272.84 ₹27,311.01 |
| 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) | 28.16 | cum | 6,167.56 ₹1,73,696.99 | 6,000 ₹1,68,978 Lowest | 6,053 ₹1,70,470.64 | 6,293.43 ₹1,77,241.87 | 6,796.16 ₹1,91,400.25 |
| 1.01 | OD212608/2025-2026: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. | 64.63 | cum | 5,666.62 ₹3,66,210.98 | 5,500 ₹3,55,443 Lowest | 5,561 ₹3,59,385.19 | 5,782.26 ₹3,73,684.33 | 6,244.16 ₹4,03,535.08 |
| 1.01 | OD212610/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size
35x20x20cm or nearest size including all cost of materials, labour charges etc. | 6.44 | cum | 5,246.36 ₹33,786.56 | 5,660 ₹36,450.4 | 5,149 ₹33,159.56 Lowest | 5,353.43 ₹34,476.09 | 5,781.07 ₹37,230.09 |
| 1.01 | OD212607/2025-2026: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.Note:Excess or less cement used as per design mix is not payable or recoveable. All work up to plinth level | 61.56 | cum | 8,466.27 ₹5,21,208.98 | 8,500 ₹5,23,285.5 | 8,309 ₹5,11,526.97 Lowest | 8,639.05 ₹5,31,845.84 | 9,329.16 ₹5,74,331.08 |
| 1.01 | OD212606/2025-2026: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. Note. Exess or less cement used as per design mix is not payable or recoverable. All work above plinth level upto floor V level | 87.1 | cum | 10,048.02 ₹8,75,202.64 | 9,700 ₹8,44,889.4 Lowest | 9,861 ₹8,58,912.82 | 10,253.08 ₹8,93,063.77 | 11,072.12 ₹9,64,403.8 |
Tender Value
₹90.7 L
EMD Value
₹50,000
Closing Date
11 Feb 2026, 3:00 pmClosed
Superintending Engineer, Buildings North Circl
Superintending Engineer, Buildings North Circl
t is proposed to construct a two-storey building cThe total built-up area proposed is 224.40 m2 for the ground floor and 83.73 m2
2026_PWD_833915_1
PWD/BLDG/TR/21282/2025_5_1
Open Tender
Civil Works - Buildings
Item Rate
365 days
printhatta
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
22 Jul 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
11 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building | |||||
| 1.001 | 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 | 0.6 | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | - | cum | - | - |
| 1.004 | 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. | 0.6 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD212608/2025-2026: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. | 0.4 | cum | - | - |
| 1.007 | OD212610/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size
35x20x20cm or nearest size including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.008 | OD212607/2025-2026: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.Note:Excess or less cement used as per design mix is not payable or recoveable. All work up to plinth level | - | cum | - | - |
| 1.009 | OD212606/2025-2026: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. Note. Exess or less cement used as per design mix is not payable or recoverable. All work above plinth level upto floor V level | 0.8 | cum | - | - |
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