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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-Finance | ₹32.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹35.3 LAccepted-Finance | ₹35.3 L | L2 | Accepted-Finance L2 |
| 3 | L3₹37.8 LAccepted-Finance KERALA KL | ₹37.8 L | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | ABY VARGHESE L1 | FAISAL P L2 | DINEESH M. L3 |
|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 120 | sqm | 99.84 ₹11,980.80 | 115 ₹13,800 | 114.51 ₹13,741.20 |
| 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 | 32.5 | cum | 191.67 ₹6,229.28 | 212.04 ₹6,891.30 | 219.83 ₹7,144.48 |
| 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 | 98.23 | cum | 267.63 ₹26,288.49 | 296.08 ₹29,083.05 | 306.95 ₹30,150.78 |
| 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 | 13.28 | cum | 97.48 ₹1,294.92 | 107.84 ₹1,432.55 | 111.8 ₹1,485.15 |
| 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) | 11.28 | cum | 5,902.07 ₹66,581.25 | 6,529.44 ₹73,658.61 | 6,769.17 ₹76,363.01 |
| 1.01 | OD256991/2025-2026:Dry rubble masonry with hard stone in foundation and plinth . (Ref. TS approved Price ID 103205/2021) | 49.45 | cum | 2,971.14 ₹1.5 L | 3,660 ₹1.8 L | 3,407.64 ₹1.7 L |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.91 | cum | 6,375.44 ₹31,303.41 | 7,053.12 ₹34,630.82 | 7,312.08 ₹35,902.31 |
| 1.01 | OD256994/2025-2026: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 : Rf. 5.33.1 | 21.24 | cum | 8,101.84 ₹1.7 L | 8,963.03 ₹1.9 L | 9,292.11 ₹2.0 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. | 88.65 | cum | 236.94 ₹21,005.68 | 262.13 ₹23,238.87 | 271.75 ₹24,091.72 |
Tender Value
₹40.7 L
EMD Value
₹50,000
Closing Date
6 May 2026, 2:00 pmClosed
Executive Engineer
PWD Buildings division Malappuram
GENERAL-General Education -Annual plan 2023-24-Emergency Assistance of infrastructure-Construction of class room and compound wall for GLP School Vendekkumpotty , Nilambur-General Civil Work
2026_PWD_848846_1
BL/DN/MPM/01/2026-27
Open Tender
Civil Works - Buildings
365 days
Malappuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
26 May 2026
24 Apr 2026
8 May 2026
24 Apr 2026
6 May 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Detailed Estimate | ||||||
| 1.001 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD256991/2025-2026:Dry rubble masonry with hard stone in foundation and plinth . (Ref. TS approved Price ID 103205/2021) | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD256994/2025-2026: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 : Rf. 5.33.1 | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
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