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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.0 LAccepted-AOC | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/071/26-27 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical 673639 | MALAPPURAM | KERALA | 673639 | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SHAHUL HAMEED L5 | RASHID KK L2 | NIYAS PERAPURATH KEEZHUVEETTIL L4 | YARBASH P L3 | muhammed ali k k L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Building Construction | ||||||||
| 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 | 17.39 | cum | 330.41 ₹5,745.83 | 280.85 ₹4,883.98 | 309.92 ₹5,389.51 | 306.29 ₹5,326.38 | 250 ₹4,347.5 Lowest |
| 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 | 15.38 | cum | 236.63 ₹3,638.19 | 201.14 ₹3,092.53 | 221.96 ₹3,412.64 | 219.36 ₹3,372.66 | 180 ₹2,767.5 Lowest |
| 1.00 | OD529099/2025-2026: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 | 42.7 | cum | 3,668.07 ₹1,56,644.93 | 3,117.86 ₹1,33,148.21 | 3,440.65 ₹1,46,932.96 | 3,400.3 ₹1,45,209.81 | 2,943 ₹1,25,680.82 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 7.75 | cum | 7,663.65 ₹59,362.63 | 6,514.1 ₹50,458.22 | 7,188.5 ₹55,682.12 | 7,104.2 ₹55,029.13 | 6,000 ₹46,476 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.69 | cum | 8,483.41 ₹5,887.49 | 7,210.9 ₹5,004.36 | 7,957.44 ₹5,522.46 | 7,864.12 ₹5,457.7 | 7,200 ₹4,996.8 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2.77 | sqm | 354.69 ₹984.26 | 301.49 ₹836.63 | 332.7 ₹923.24 | 328.8 ₹912.42 | 270 ₹749.25 Lowest |
| 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. | 32.8 | cum | 292.52 ₹9,593.49 | 248.64 ₹8,154.4 | 274.38 ₹8,998.57 | 271.17 ₹8,893.29 | 230 ₹7,543.08 Lowest |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 20.05 | sqm | 367.84 ₹7,375.19 | 312.66 ₹6,268.83 | 345.03 ₹6,917.85 | 340.99 ₹6,836.85 | 290 ₹5,814.5 Lowest |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 19.54 | cum | 8,299.77 ₹1,62,194.11 | 7,054.8 ₹1,37,864.9 | 7,785.18 ₹1,52,137.99 | 7,693.89 ₹1,50,354 | 6,600 ₹1,28,977.2 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,776
Closing Date
1 Aug 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2025-26), Project No 162-26 -Building Construction for Bharanikunnu Anganwadi -Morayur-General Civil Work
2026_LSGD_862002_11
DB1/TN/AEE/08/26-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹31,776
Yes
29 Sept 2026
24 Jul 2026
3 Aug 2026
24 Jul 2026
1 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Construction | |||||
| 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 | - | cum | - | - |
| 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 | - | - |
| 1.003 | OD529099/2025-2026: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 | 1 | cum | - | - |
| 1.004 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.005 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.007 | 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. | 1 | cum | - | - |
| 1.008 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | - | sqm | - | - |
| 1.009 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
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