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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-AOC | ₹15.3 L | L1 | Accepted-AOC tender accepeted |
| 2 | Rejected-Technical | - | - | Rejected-Technical tender accepted |
| 3 | Rejected-Technical | - | - | Rejected-Technical tender accepted |
| Sl No | Description | Qty | Unit | shihab L3 | P MUHAMMED JAMSHEER L2 | ANSAR. A 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 | 23.68 | cum | 359.73 ₹8,517.69 | 359.73 ₹8,517.69 | 334.53 ₹7,921 |
| 1.00 | OD168789/2024-2025:60.7.1 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 | 20.27 | cum | 3,800 ₹77,029.80 | 3,450 ₹69,934.95 | 3,713.91 ₹75,284.67 |
| 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) | 8.53 | cum | 7,200 ₹61,416 | 6,950 ₹59,283.50 | 7,759.44 ₹66,188.02 |
| 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. | 36.01 | cum | 318.46 ₹11,467.43 | 318.46 ₹11,467.43 | 296.17 ₹10,664.79 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 43.68 | sqm | 600 ₹26,208.60 | 600 ₹26,208.60 | 709.47 ₹30,990.36 |
| 1.01 | 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) | 0.42 | cum | 9,500 ₹4,037.50 | 9,500 ₹4,037.50 | 9,754.55 ₹4,145.68 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 0.79 | sqm | 350 ₹274.75 | 350 ₹274.75 | 359.12 ₹281.91 |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 23.39 | cum | 7,200 ₹1.7 L | 7,200 ₹1.7 L | 6,769.49 ₹1.6 L |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 10.08 | sqm | 800 ₹8,064 | 800 ₹8,064 | 937.95 ₹9,454.54 |
Tender Value
Refer Docs
EMD Value
₹41,100
Closing Date
30 May 2026, 5:00 pmClosed
Mannarkkad Block Panchayath officer
Mannarkkad Block Panchayath
Construction of Building for Kumaramputhur Family Health Center Palliative Unit
2026_CRD_852101_1
B/938/2024
Open Tender
Civil Works - Buildings
Mannarkkad Block Panchayath
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,300
Yes
₹41,100
Yes
Mannarkkad Block Panchayath
19 Jun 2026
21 May 2026
3 Jun 2026
21 May 2026
30 May 2026
21 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD168789/2024-2025:60.7.1 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 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. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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