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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | ₹7.0 L | L1 | Accepted-AOC Tender accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical tender accepted |
| 3 | Rejected-Technical | - | - | Rejected-Technical tender accepted |
| 4 | Rejected-Technical | - | - | Rejected-Technical tender accepted |
| 5 | Rejected-Technical | - | - | Rejected-Technical tender accepted |
| Sl No | Description | Qty | Unit | ANSAR P L2 | ABDUL MANAF N L1 | P MUHAMMED JAMSHEER L4 | MUNEER P L3 | ANSAR. A L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of pachakappura | ||||||||
| 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 | 12.28 | cum | 305.4 ₹3,749.09 | 299.64 ₹3,678.38 | 359.73 ₹4,416.05 | 220 ₹2,700.72 Lowest | 324.82 ₹3,987.49 |
| 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 | 4.71 | cum | 218.72 ₹1,030.17 | 214.6 ₹1,010.77 Lowest | 257.62 ₹1,213.39 | 220 ₹1,036.2 | 232.63 ₹1,095.69 |
| 1.00 | OD529946/2025-2026:( Modified From DAR 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 | 15.98 | cum | 3,390.44 ₹54,196.18 | 3,326.55 ₹53,174.9 Lowest | 3,500 ₹55,947.5 | 3,600 ₹57,546 | 3,606.09 ₹57,643.35 |
| 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) | 6.25 | cum | 7,083.62 ₹44,244.29 | 6,950.12 ₹43,410.45 | 7,500 ₹46,845 | 6,700 ₹41,848.2 Lowest | 7,534.17 ₹47,058.43 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 25.47 | sqm | 647.68 ₹16,496.41 | 635.47 ₹16,185.42 | 650 ₹16,555.5 | 352 ₹8,965.44 Lowest | 688.88 ₹17,545.77 |
| 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 | 7.54 | sqm | 327.84 ₹2,473.22 | 321.67 ₹2,426.68 | 386.16 ₹2,913.19 | 185 ₹1,395.64 Lowest | 348.7 ₹2,630.59 |
| 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) | 2.25 | cum | 8,904.96 ₹20,009.45 | 8,737.14 ₹19,632.35 Lowest | 9,500 ₹21,346.5 | 9,048 ₹20,330.86 | 9,471.35 ₹21,282.12 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 729.93 | kilogram | 95.45 ₹69,671.82 | 93.65 ₹68,357.94 | 85 ₹62,044.05 Lowest | 92 ₹67,153.56 | 101.52 ₹74,102.49 |
| 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. | 11.71 | cum | 270.38 ₹3,165.34 | 265.28 ₹3,105.63 Lowest | 318.46 ₹3,728.21 | 318.47 ₹3,728.33 | 287.57 ₹3,366.58 |
Tender Value
₹8.4 L
EMD Value
₹21,100
Closing Date
17 Jul 2026, 5:00 pmClosed
Mannarkkad Block Panchayath officer
Mannarkkad Block Panchayath
Construction of AUPS Payyanadam Kitchen Shed in Kumaramputhur G P
2026_CRD_859909_1
B/1993/2025
Open Tender
Civil Works - Others
Item Rate
Mannarkkad Block Panchayath
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,700
Yes
₹21,100
Yes
Mannarkkad Block Panchayath
6 Aug 2026
9 Jul 2026
21 Jul 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of pachakappura | |||||
| 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 | 1 | 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 | OD529946/2025-2026:( Modified From DAR 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 | 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 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
| 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. | - | cum | - | - |
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