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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.8 LAccepted-AOC | ₹15.8 L | 1 | Accepted-AOC EE/LIDEW/MPM/025/26-27 |
| 2 | 2₹16.2 L+₹40,766 (2.58%)Rejected-Finance | ₹16.2 L+₹40,766 (2.58%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical KARIPPOL PO MALAPPURAM PIN 676552 | MALAPPURAM | MALAPPURAM | KERALA | 676552 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SHAFEEQ L4 | N.K. NOUSHAD L5 | SHANOOB L3 | Hussain M L1 | SALMANULFARIS M L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00BUILDING CONSTRUCTION | ||||||||
| 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 | 41.23 | cum | 236.63 ₹9,757.44 | 272.12 ₹11,220.87 | 236 ₹9,731.46 | 220 ₹9,071.7 | 200 ₹8,247 Lowest |
| 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 | 34.73 | cum | 330.41 ₹11,473.82 | 379.97 ₹13,194.84 | 330 ₹11,459.58 | 308.5 ₹10,712.97 Lowest | 310 ₹10,765.06 |
| 1.00 | OD450801/2025-2026: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 ,labor charges etc complete as per direction of deptl officers at site | 29.01 | cum | 3,668.07 ₹1,06,410.71 | 4,218.28 ₹1,22,372.3 | 3,450 ₹1,00,084.5 | 3,430 ₹99,504.3 | 3,250 ₹94,282.5 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) | 4.24 | cum | 7,663.65 ₹32,486.21 | 8,813.2 ₹37,359.15 | 7,000 ₹29,673 Lowest | 7,165 ₹30,372.44 | 7,660 ₹32,470.74 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.43 | cum | 9,634.13 ₹33,025.8 | 11,079.25 ₹37,979.67 | 9,200 ₹31,537.6 | 9,008 ₹30,879.42 Lowest | 9,630 ₹33,011.64 |
| 1.01 | OD450208/2025-2026:Filling with Contractor's own excavated earth cut and conveyed from out side (
excluding rock ) 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 1.50m as per direction of E/C(cherthala taluk) | 8.32 | cum | 1,105.06 ₹9,191.89 | 1,270.82 ₹10,570.68 | 1,100 ₹9,149.8 | 1,033 ₹8,592.49 Lowest | 1,100 ₹9,149.8 |
| 1.01 | OD451190/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size
in cement mortar 1:6 for superstructure above plinth level up to floor two level
including all cost of materials, labour charges etc. complete(MOD 50.6.7.2 of DAR) | 76.56 | cum | 5,845.08 ₹4,47,511.01 | 6,836.84 ₹5,23,442.14 | 5,945 ₹4,55,161.09 | 5,559 ₹4,25,608.16 Lowest | 5,900 ₹4,51,715.8 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 11.88 | cum | 6,530.41 ₹77,600.86 | 7,509.97 ₹89,240.97 | 6,350 ₹75,457.05 | 6,105 ₹72,545.72 Lowest | 6,530 ₹77,595.99 |
| 1.01 | 9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding | 167.7 | kg | 208.47 ₹34,960.42 | 239.74 ₹40,204.4 | 200 ₹33,540 | 194 ₹32,533.8 Lowest | 208 ₹34,881.6 |
Tender Value
₹16.9 L
EMD Value
₹42,319
Closing Date
22 Jun 2026, 6:55 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
LAC-ADS-(2025-26), Kottakkal LAC, Work Proposed By Hon. MLA Shri. ABID HUSSAIN THANGAL (ID 24346) -Consturction Of Naripatta Anganwadi (Center No. 8) in Valanchery Municipality -General Civil Work (Retender)
2026_LSGD_855790_7
DB1/TN/EE/04/26-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹42,319
Yes
11 Aug 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING CONSTRUCTION | |||||
| 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 | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD450801/2025-2026: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 ,labor charges etc complete as per direction of deptl officers at site | - | 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) | 1 | cum | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | OD450208/2025-2026:Filling with Contractor's own excavated earth cut and conveyed from out side (
excluding rock ) 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 1.50m as per direction of E/C(cherthala taluk) | 1 | cum | - | - |
| 1.007 | OD451190/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size
in cement mortar 1:6 for superstructure above plinth level up to floor two level
including all cost of materials, labour charges etc. complete(MOD 50.6.7.2 of DAR) | 0.8 | cum | - | - |
| 1.008 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 1 | cum | - | - |
| 1.009 | 9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding | 1 | kg | - | - |
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