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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹84,672.33Accepted-AOC | ₹84,672.33 | l1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical l2 |
| Sl No | Description | Qty | Unit | C RAJASEKHARAN NAIR L2 | GEORGE.D L1 |
|---|---|---|---|---|---|
| 1.00compound wall | |||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 3.05 | cum | 2,728.41 ₹8,321.65 | 2,598.49 ₹7,925.39 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 | 2.47 | cum | 386.1 ₹954.05 | 367.72 ₹908.64 Lowest |
| 1.00 | OD80473/2026-2027:DR using department stone | 2.47 | cum | 1,841.71 ₹4,550.87 | 1,754.01 ₹4,334.16 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.44 | sqm | 414.47 ₹1,011.31 | 394.74 ₹963.17 Lowest |
| 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 | 43.92 | kilogram | 120.66 ₹5,299.39 | 114.92 ₹5,047.29 Lowest |
| 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) | 0.55 | cum | 11,257.95 ₹6,180.61 | 10,721.86 ₹5,886.3 Lowest |
| 1.01 | 50.6.5.1:Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 4.5 | cum | 6,211.05 ₹27,949.73 | 5,915.29 ₹26,618.81 Lowest |
| 1.01 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 54.83 | sqm | 413.53 ₹22,673.85 | 393.84 ₹21,594.25 Lowest |
| 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 | 54.83 | sqm | 86.78 ₹4,758.15 | 82.65 ₹4,531.7 Lowest |
Tender Value
₹84,672
EMD Value
₹2,117
Closing Date
21 Aug 2026, 10:00 amClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER LID EW POOVACHAL G P
GENERAL-Project No. 76/26-Project No. 76/26 CONSTRUCTION OF COMPOUND WALL IN KRISHI OFFICE BUILDING IN POOVACHAL GP-General Civil Work
2026_LSGD_863420_22
01/AE/LIDEW/PVL/202627
Open Tender
Civil Works - Buildings
Item Wise
POOVACHAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,117
Yes
9 Sept 2026
5 Aug 2026
21 Aug 2026
5 Aug 2026
21 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1compound wall | |||||
| 1.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 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 | - | cum | - | - |
| 1.003 | OD80473/2026-2027:DR using department stone | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | kilogram | - | - |
| 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) | 1 | cum | - | - |
| 1.007 | 50.6.5.1:Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.008 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 1 | sqm | - | - |
| 1.009 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 1 | sqm | - | - |
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