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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.0 LAccepted-AOC | ₹33.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹39.2 LRejected-AOC | ₹39.2 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MUHAMMED AMEEN P L1 | ARUN.N L2 |
|---|---|---|---|---|---|
| 1.00Construction of new block | |||||
| 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 | 61.5 | cum | 150 ₹9,224.55 | 297.38 ₹18,287.98 |
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 111.64 | cum | 450 ₹50,240.25 | 542.67 ₹60,586.39 |
| 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. | 89.12 | cum | 200 ₹17,823.6 | 263.26 ₹23,461.2 |
| 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 | 36 | cum | 350 ₹12,600 | 602.96 ₹21,706.56 |
| 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) | 27.13 | cum | 5,300 ₹1,43,810.2 | 6,557.86 ₹1,77,940.97 |
| 1.01 | OD191958/2025-2026: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:- Cement content considered in this item is @ 330 kg/ cum. All work upto plinth level | 48.11 | cum | 8,200 ₹3,94,502 | 9,502.16 ₹4,57,148.92 |
| 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 | 8,658 | kilogram | 79 ₹6,83,982 | 98.11 ₹8,49,436.38 |
| 1.01 | OD336736/2025-2026: 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 | 27.11 | cum | 3,200 ₹86,745.6 | 3,300.36 ₹89,466.16 |
| 1.01 | OD195493/2025-2026: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:- Cement content considered in this item is @ 330 kg/ cum. All work above plinth level upto floor V level | 57.63 | cum | 9,100 ₹5,24,442.1 | 10,683.89 ₹6,15,723.26 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
18 May 2026, 3:00 pmClosed
Executive Engineer, PWD BUILDING DIVISION Mlpm
Executive Engineer, PWD BUILDING DIVISION, Civil Station, Malappuram, 676505
2 class room and stair rooms are proposed to construct with this project. The estimate amount can only complete the structural works it includes RCC foundation, M25 grade Column, Beam, slab, stair works etc. .
2026_PWD_850012_1
BL/DN/MPM/04/2026-27
Open Tender
Civil Works - Buildings
GVHSS VENGARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jun 2026
11 May 2026
20 May 2026
11 May 2026
18 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of new block | |||||
| 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 | 1 | cum | - | - |
| 1.002 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 1 | cum | - | - |
| 1.003 | 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. | 0.2 | 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 | - | 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 | OD191958/2025-2026: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:- Cement content considered in this item is @ 330 kg/ cum. All work upto plinth level | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD336736/2025-2026: 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 | - | cum | - | - |
| 1.009 | OD195493/2025-2026: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:- Cement content considered in this item is @ 330 kg/ cum. All work above plinth level upto floor V level | - | cum | - | - |
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