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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance | ₹3.4 L | L1 | Accepted-Finance Accepted Vide Resolution |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SUNIL DAS S S L2 | Anand j das L4 | BINU.V L1 | SUBASH S L5 | Renjith s L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00estimate | ||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 8.53 | cum | 368.72 ₹3,145.55 | 390.38 ₹3,330.33 | 338.48 ₹2,887.57 Lowest | 410.69 ₹3,503.6 | 374.59 ₹3,195.63 |
| 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 | 1.31 | cum | 7,517.62 ₹9,870.64 | 7,959.29 ₹10,450.55 | 6,901.12 ₹9,061.17 Lowest | 8,373.36 ₹10,994.22 | 7,637.24 ₹10,027.7 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 19.69 | cum | 8,733.57 ₹1,71,946.53 | 9,246.67 ₹1,82,048.44 | 8,017.35 ₹1,57,845.59 Lowest | 9,727.72 ₹1,91,519.35 | 8,872.53 ₹1,74,682.37 |
| 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 | 1.97 | tonne | 84,289.01 ₹1,65,965.06 | 89,241.12 ₹1,75,715.77 | 77,376.69 ₹1,52,354.7 Lowest | 93,883.72 ₹1,84,857.04 | 85,630.2 ₹1,68,605.86 |
| 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) | 1.8 | cum | 7,987.21 ₹14,376.98 | 8,456.47 ₹15,221.65 | 7,332.2 ₹13,197.96 Lowest | 8,896.41 ₹16,013.54 | 8,114.3 ₹14,605.74 |
| 1.01 | OD82877/2026-2027:PVC WEEP HOLES Providing weep holes using 75mm dia Pvc pipes working pressure 4kg/sqcm including cost of materials conveyance labour charges etc complete | 25 | metre | 100.99 ₹2,524.75 | 106.92 ₹2,673 | 92.71 ₹2,317.75 Lowest | 112.49 ₹2,812.25 | 102.6 ₹2,565 |
Tender Value
₹4.5 L
EMD Value
₹11,256
Closing Date
9 Sept 2026, 6:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, LID and EW Thiruvananthapuram Corporation
51687-2026GENERAL-Construction of retaining wall of ambedkar road by lane-punnakamugal ward 26-27-General Civil Work
2026_LSGD_867390_1
DB/62983/2026-27(70)
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹995
Yes
₹11,256
Yes
16 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
9 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1estimate | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | 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 | 1 | cum | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 1 | 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 | - | 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) | - | cum | - | - |
| 1.006 | OD82877/2026-2027:PVC WEEP HOLES Providing weep holes using 75mm dia Pvc pipes working pressure 4kg/sqcm including cost of materials conveyance labour charges etc complete | - | metre | - | - |
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