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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.9 LAccepted-AOC | ₹71.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹71.9 L+₹3,096.24 (0.04%)Rejected-AOC | ₹71.9 L+₹3,096.24 (0.04%) | L2 | Rejected-AOC L2 |
| 3 | L3₹73.5 L+₹1.7 L (2.32%)Rejected-AOC MALAYATHIL HOUSE PAZHAMALLUR P O KUTTILANGADI 676506 | KUTTILANGADI | MALAPPURAM | KERALA | 676506 | ₹73.5 L+₹1.7 L (2.32%) | L3 | Rejected-AOC L3 |
| 4 | L4₹85.0 L+₹13.1 L (18.2%)Rejected-Finance | ₹85.0 L+₹13.1 L (18.2%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Muhammed Musthafa M L3 | AHAMMED KABEER B L1 | P. P. SIRAJUDHEEN L2 | ADHARV CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|
| 1.00BUILDING WORK | |||||||
| 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 | 111.8 | cum | 298.69 ₹33,392.35 | 291.92 ₹32,635.49 Lowest | 292 ₹32,644.43 | 349.58 ₹39,081.65 |
| 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 | 96.19 | cum | 545.09 ₹52,430.57 | 532.73 ₹51,241.7 Lowest | 533 ₹51,267.67 | 637.95 ₹61,362.5 |
| 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 | 76.5 | cum | 213.91 ₹16,364.12 | 209.06 ₹15,993.09 | 209 ₹15,988.5 Lowest | 250.36 ₹19,152.54 |
| 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. | 227.59 | cum | 264.43 ₹60,180.57 | 258.44 ₹58,817.33 | 258 ₹58,717.19 Lowest | 309.49 ₹70,435.59 |
| 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 | 36.19 | cum | 605.63 ₹21,917.14 | 591.9 ₹21,420.27 Lowest | 592 ₹21,423.89 | 708.81 ₹25,651.13 |
| 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) | 35.17 | cum | 6,587 ₹2,31,684.55 | 6,437.63 ₹2,26,430.76 Lowest | 6,455 ₹2,27,041.72 | 7,709.12 ₹2,71,152.88 |
| 1.01 | OD158551/2023-2024: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. All work above plinth level upto floor V level | 68.61 | cum | 10,731.37 ₹7,36,279.3 | 10,488.02 ₹7,19,583.05 Lowest | 10,516 ₹7,21,502.76 | 11,638 ₹7,98,483.18 |
| 1.01 | OD158552/2023-2024: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. All work upto plinth level | 96.76 | cum | 9,042.05 ₹8,74,872.59 | 8,837.01 ₹8,55,033.74 Lowest | 8,861 ₹8,57,354.92 | 11,638 ₹11,26,046.33 |
| 1.01 | OD63644/2026-2027: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( OD asper 60.7.1) | 24.05 | cum | 3,315.93 ₹79,744.8 | 3,240.74 ₹77,936.56 Lowest | 3,249 ₹78,135.2 | 5,819 ₹1,39,941.13 |
Tender Value
₹81.4 L
EMD Value
₹50,000
Closing Date
20 Jul 2026, 2:00 pmClosed
EXECUTIVE ENGINEER
PWD BUILDINGS DIVISION MALAPPURAM
GENERAL Construction of Building for GLP School Kottakkal in Kottakkal LAC General Civil Work
2026_PWD_860189_1
BL/DN/MPM/08/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Kottakkal
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
31 Aug 2026
13 Jul 2026
22 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING WORK | |||||
| 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 | 0.4 | 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 | 0.8 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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. | 0.4 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD158551/2023-2024: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. All work above plinth level upto floor V level | 1 | cum | - | - |
| 1.008 | OD158552/2023-2024: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. All work upto plinth level | 0.4 | cum | - | - |
| 1.009 | OD63644/2026-2027: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( OD asper 60.7.1) | 1 | cum | - | - |
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