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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC Accepted Vide Resolution No.3(1) dtd.03-03-2026 of Maruthonkara GP |
| 2 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | JOSEPH V.J L3 | SUDHEESH K N L1 | Monshad P L2 |
|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL 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 | 8.1 | cum | 331.7 ₹2,686.77 | 318.28 ₹2,578.07 | 318.28 ₹2,578.07 |
| 1.00 | OD197617/2025-2026:
DRY RUBBLE MASONRY _ Dry rubble without concrete leveling 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 (Modified spec 60.7.1 of DAR) | 8.1 | cum | 3,682.5 ₹29,828.25 | 3,533.2 ₹28,618.92 | 3,533.41 ₹28,620.62 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.4 | sqm | 356.08 ₹1,922.83 | 341.67 ₹1,845.02 | 341.67 ₹1,845.02 |
| 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) | 1.35 | cum | 8,516.79 ₹11,506.18 | 8,171.99 ₹11,040.36 | 8,171.99 ₹11,040.36 |
| 1.00 | 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. | 8.27 | cum | 8,266.85 ₹68,366.85 | 7,932.3 ₹65,600.12 | 7,932.18 ₹65,599.13 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 91.8 | sqm | 340.96 ₹31,300.13 | 327.16 ₹30,033.29 | 327.16 ₹30,033.29 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 91.8 | sqm | 74.55 ₹6,843.69 | 71.54 ₹6,567.37 | 71.54 ₹6,567.37 |
| 1.01 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 91.8 | sqm | 159.43 ₹14,635.67 | 152.96 ₹14,041.73 | 152.96 ₹14,041.73 |
Tender Value
₹1.7 L
EMD Value
₹4,228
Closing Date
4 Mar 2026, 3:00 pmClosed
SUJITH T V
MARUTHONKARA G P
Annual Plan-2025-26 COMPOUND WALL FOR FHC AT MARUTHONKARA GP P NO- 30/26
2026_DP_833796_12
E1/2025-26/AELID-EW/MTKRA
Open Tender
Civil Works - Others
180 days
MARUTHONKARA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,228
Yes
20 May 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
COMPOUND WALL CONSTRUCTION
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
OD197617/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete leveling 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 (Modified spec 60.7.1 of DAR)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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