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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC | ₹1.5 Cr | 1 | Accepted-AOC agreement execuetd |
| 2 | 2₹1.5 Cr+₹37,485.03 (0.25%)Rejected-AOC | ₹1.5 Cr+₹37,485.03 (0.25%) | 2 | Rejected-AOC work awarded to L1 |
| 3 | 3₹1.7 Cr+₹17.6 L (11.9%)Rejected-AOC | ₹1.7 Cr+₹17.6 L (11.9%) | 3 | Rejected-AOC work awarded to L1 |
| Sl No | Description | Qty | Unit | M.T MUHAMMED MUNAZIR L1 | A V BALAKRISHNAN L3 | NOUSHAD C A L2 |
|---|---|---|---|---|---|---|
| 1.00GOVT.L.P.SCHOOL KUNHIMANGALAM | ||||||
| 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 | 227.47 | cum | 190.68 ₹43,373.03 Lowest | 213.28 ₹48,513.74 | 191.16 ₹43,482.21 |
| 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 | 51.92 | cum | 96.97 ₹5,034.68 Lowest | 108.46 ₹5,631.24 | 97.21 ₹5,047.14 |
| 1.00 | OD201725/2025-2026:Laterate masonry with neatly dressed laterate stone of size (35x20x20cm)or nearest size in cement mortar1:6 for foundation and basement including all cost of materials,labour charges etc | 37.85 | cum | 5,394.51 ₹2,04,176.81 Lowest | 6,033.96 ₹2,28,379.35 | 5,408.11 ₹2,04,691.56 |
| 1.00 | 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 | 64.7 | cum | 539.84 ₹34,930.35 Lowest | 603.83 ₹39,070.82 | 541.2 ₹35,018.35 |
| 1.00 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 15.58 | cum | 2,467.08 ₹38,427.24 Lowest | 2,759.52 ₹42,982.28 | 2,473.3 ₹38,524.12 |
| 1.01 | 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) | 27.02 | cum | 5,871.4 ₹1,58,662.84 Lowest | 6,567.37 ₹1,77,470.04 | 5,886.2 ₹1,59,062.78 |
| 1.01 | OD201726/2025-2026: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 recoverable . All work up to plinth level | 54.1 | cum | 8,059.73 ₹4,35,999.15 Lowest | 9,015.1 ₹4,87,680.85 | 8,080.05 ₹4,37,098.38 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 7,980.06 | kilogram | 83.21 ₹6,64,020.79 Lowest | 93.07 ₹7,42,704.18 | 83.42 ₹6,65,696.61 |
| 1.01 | OD201722/2025-2026: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 recoverable .All work above plinth level up to floor V level | 90.73 | cum | 9,565.52 ₹8,67,908.33 Lowest | 10,699.39 ₹9,70,787.75 | 9,589.65 ₹8,70,097.71 |
Tender Value
₹1.9 Cr
EMD Value
₹50,000
Closing Date
4 Mar 2026, 3:00 pmClosed
Superintending Engineer, Buildings North Circl
O/o,Superintending Engineer, Buildings North Circle
The total built-up area is 318.18 m2 for GLPS Kunhimangalam and 298.40m2 for GMLPS Kunhimangalam. For GMLP, the ground floor includes four classrooms, toilets, and a stair room, while the first floor
2026_PWD_840689_1
PWD/BLDG/TR/20544/2025_5_1_1/2
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kunhimangalam
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,515
Yes
₹50,000
Yes
21 Jul 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
4 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GOVT.L.P.SCHOOL KUNHIMANGALAM | |||||
| 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 | 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 | - | cum | - | - |
| 1.003 | OD201725/2025-2026:Laterate masonry with neatly dressed laterate stone of size (35x20x20cm)or nearest size in cement mortar1:6 for foundation and basement including all cost of materials,labour charges etc | 1 | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | - | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | OD201726/2025-2026: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 recoverable . All work up to plinth level | 1 | cum | - | - |
| 1.008 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - |
| 1.009 | OD201722/2025-2026: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 recoverable .All work above plinth level up to floor V level | 0.2 | cum | - | - |
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