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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.1 L+₹21,211.88 (11.0%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical N V SADANAM P V EAST THODIYOOR PO | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | HASHIM A L1 | BYJU R L2 | Jyothi Sarasan L3 | AJIKUMAR D L4 |
|---|---|---|---|---|---|---|---|
| 1.00Compound wall construction | |||||||
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 5.85 | cum | 1,840.82 ₹10,768.8 Lowest | 2,042.52 ₹11,948.74 | 2,059.56 ₹12,048.43 | 2,070.5 ₹12,112.43 |
| 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 | 1.56 | cum | 2,197.05 ₹3,427.4 Lowest | 2,437.78 ₹3,802.94 | 2,458.11 ₹3,834.65 | 2,471.18 ₹3,855.04 |
| 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 | 4.94 | cum | 310.91 ₹1,535.9 Lowest | 344.97 ₹1,704.15 | 347.85 ₹1,718.38 | 349.7 ₹1,727.52 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.3 | cum | 6,856.4 ₹8,913.32 Lowest | 7,607.64 ₹9,889.93 | 7,671.1 ₹9,972.43 | 7,711.88 ₹10,025.44 |
| 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) | 7.23 | cum | 7,211.28 ₹52,123.13 Lowest | 8,001.41 ₹57,834.19 | 8,068.15 ₹58,316.59 | 8,111.04 ₹58,626.6 |
| 1.01 | OD476160/2025-2026:Labour for 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) | 1.09 | cum | 4,784.19 ₹5,224.34 Lowest | 5,308.39 ₹5,796.76 | 5,352.67 ₹5,845.12 | 5,381.13 ₹5,876.19 |
| 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 | 7.8 | sqm | 333.76 ₹2,603.33 Lowest | 370.33 ₹2,888.57 | 373.42 ₹2,912.68 | 375.4 ₹2,928.12 |
| 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) | 1.56 | cum | 9,065.44 ₹14,142.09 Lowest | 10,058.73 ₹15,691.62 | 10,142.64 ₹15,822.52 | 10,196.55 ₹15,906.62 |
| 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 | 117 | kilogram | 97.17 ₹11,368.89 Lowest | 107.82 ₹12,614.94 | 108.72 ₹12,720.24 | 109.3 ₹12,788.1 |
Tender Value
₹2.2 L
EMD Value
₹5,599
Closing Date
28 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LIDEW SECTION THAZHAVA GP
Annual Plan-Thazhava GP Pr no 350/2025-26-Compound wall for AVGLPS-
2026_LSGD_836608_8
08/AE/LIDEW/25-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thazhava
Please refer Tender documents.
4 documents required · 4 mandatory
₹555
₹5,599
Yes
20 May 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
Compound wall construction
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
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
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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
OD476160/2025-2026:Labour for 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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
13.1.1:12 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
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
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