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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC lOWEST RATE |
| 2 | L2₹1.6 L+₹8,130.75 (5.33%)Rejected-Finance | ₹1.6 L+₹8,130.75 (5.33%) | L2 | Rejected-Finance hIGHER RATE |
| Sl No | Description | Qty | Unit | V S RAJEEV L1 | HARILAL.A.S L2 |
|---|---|---|---|---|---|
| 1.00Construction of compound wall | |||||
| 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 | 6.05 | cum | 343.19 ₹2,076.3 Lowest | 361.48 ₹2,186.95 |
| 1.00 | OD362148/2025-2026: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 | 4.4 | cum | 3,809.93 ₹16,763.69 Lowest | 4,013.03 ₹17,657.33 |
| 1.00 | OD409318/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.64 | cum | 7,804.74 ₹20,604.51 Lowest | 8,220.81 ₹21,702.94 |
| 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) | 1.32 | cum | 10,006.71 ₹13,208.86 Lowest | 10,540.17 ₹13,913.02 |
| 1.00 | 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 | 137.28 | kilogram | 107.26 ₹14,724.65 Lowest | 112.97 ₹15,508.52 |
| 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 | 6.23 | cum | 6,347.54 ₹39,564.22 Lowest | 6,685.92 ₹41,673.34 |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 78.7 | sqm | 337.36 ₹26,551.92 Lowest | 355.34 ₹27,967.03 |
| 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 | 78.7 | sqm | 77.13 ₹6,070.52 Lowest | 81.24 ₹6,393.99 |
| 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 | 78.7 | sqm | 164.93 ₹12,980.82 Lowest | 173.72 ₹13,672.63 |
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
12 Mar 2026, 11:00 amClosed
George C J
Office of the Assistant Engineer, LIDEW Section,Pallippuram Grama Panchayat
Annual Plan-2025-26-Pallippuram GP-Project No.362/26-Construction of compound wall for vridha vinoda kendram in ward No.18 of Pallippuram GP-General Civil Work
2026_LSGD_843727_1
02/2025/AE/LIDEW/PPM/XVII PHASE
Open Tender
Civil Works - Buildings
Item Rate
Pallippuram Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹4,237
Yes
16 Jun 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
Construction of compound wall
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
OD362148/2025-2026: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
OD409318/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
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
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
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 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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