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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance EDATHARA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.8 L+₹6,774.41 (1.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.3 L+₹62,857.78 (9.37%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HARIDAS K K L3 | K.UDAYAPRAKASH L2 | VISHNU M L1 |
|---|---|---|---|---|---|---|
| 1.00Side protection Retaining wall | ||||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 18.04 | cum | 1,000 ₹18,040 | 941.83 ₹16,990.61 | 932.41 ₹16,820.68 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.53 | cum | 10,000 ₹25,300 | 9,001.46 ₹22,773.69 | 8,911.45 ₹22,545.97 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 43.01 | cum | 10,000 ₹4,30,100 | 9,554.21 ₹4,10,926.57 | 9,458.67 ₹4,06,817.4 Lowest |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.2 | tonne | 1,10,000 ₹1,32,440 | 1,00,926.12 ₹1,21,515.05 | 99,916.86 ₹1,20,299.9 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.9 | cum | 10,000 ₹18,980 | 9,563.75 ₹18,152 | 9,468.11 ₹17,970.47 Lowest |
| 1.01 | OD175077/2026-2027:Granular sub-base/base/surface course with local material (Table 400:13)by mix in place
method normal. construction of granular sub base by providing local material spreading in
uniform layers manually mixing by mix in place method and compacting with rammers to
achieve the desired density complete as per clause 401.4 as per Technical specification clause
408 | 4.02 | cum | 3,000 ₹12,060 | 2,341.68 ₹9,413.55 | 2,318.26 ₹9,319.41 Lowest |
| 1.01 | OD179064/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
For 10M | 20 | metre | 200 ₹4,000 | 117.8 ₹2,356 | 116.62 ₹2,332.4 Lowest |
| 2.00Compound wall solid block and finishing | ||||||
| 2.00 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 5.57 | cum | 8,000 ₹44,544 | 7,279.03 ₹40,529.64 | 7,206.24 ₹40,124.34 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,936
Closing Date
26 Sept 2026, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID and EW Section Office Kuzhalmannam Grama Panchayath
Annual Plan-Kuzhalmannam GP 2026-27 Proj No 245 Manjadi Anganwadi Compound wall construction-General Civil Work
2026_LSGD_870313_18
02/ET/2026-27/AE/LIDEW/KZM
Open Tender
Civil Works - Others
Item Rate
300 days
KUZHALMANNAM GRAMA PANCHAYTH
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,495
Yes
₹16,936
Yes
30 Sept 2026
17 Sept 2026
30 Sept 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection Retaining wall | |||||
| 1.001 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 18.04 | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.53 | cum | - | - |
| 1.003 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 43.01 | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.2 | tonne | - | - |
| 1.005 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.9 | cum | - | - |
| 1.006 | OD175077/2026-2027:Granular sub-base/base/surface course with local material (Table 400:13)by mix in place
method normal. construction of granular sub base by providing local material spreading in
uniform layers manually mixing by mix in place method and compacting with rammers to
achieve the desired density complete as per clause 401.4 as per Technical specification clause
408 | 4.02 | cum | - | - |
| 1.007 | OD179064/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
For 10M | 20 | metre | - | - |
| 2Compound wall solid block and finishing | |||||
| 2.001 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 5.57 | cum | - | - |
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