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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.0 LAccepted-AOC | ₹68.0 L | L1 | Accepted-AOC Agreement executed on 22/07/2026 |
| 2 | L2₹76.5 L+₹8.5 L (12.5%)Rejected-AOC | ₹76.5 L+₹8.5 L (12.5%) | L2 | Rejected-AOC Second bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 4 | Rejected-Technical 7513 SL NO 0881 AMB 23 250 | WARDHA | MAHARASHTRA | 442001 | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | ABDUL RASHEED M L7 | L.SELVAN L4 | SHIJU.E L5 | SHABU B. L2 | SHANDAS. K.G L6 | AJESH B L L1 | TONY K LAL L3 | SHAHUL HAMEED K L9 | VISHNU PRAVEEN S S L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00PROTECTION WALL colony | ||||||||||||
| 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 | 273.6 | cum | 863.6 ₹2,36,280.96 | 806.7 ₹2,20,713.12 | 828.45 ₹2,26,663.92 | 700 ₹1,91,520 | 847.23 ₹2,31,802.13 | 699.93 ₹1,91,500.85 Lowest | 700 ₹1,91,520 | 962.76 ₹2,63,411.14 | 800 ₹2,18,880 |
| 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 | 30 | cum | 8,253.74 ₹2,47,612.2 | 7,709.93 ₹2,31,297.9 | 7,917.88 ₹2,37,536.4 | 7,300 ₹2,19,000 | 8,097.31 ₹2,42,919.3 | 6,689.48 ₹2,00,684.4 Lowest | 7,500 ₹2,25,000 | 9,201.49 ₹2,76,044.7 | 8,100 ₹2,43,000 |
| 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 330.6 | cum | 9,588.75 ₹31,70,040.75 | 8,956.98 ₹29,61,177.59 | 9,198.57 ₹30,41,047.24 | 8,500 ₹28,10,100 | 9,407.02 ₹31,09,960.81 | 7,771.48 ₹25,69,251.29 Lowest | 8,500 ₹28,10,100 | 10,689.8 ₹35,34,047.88 | 10,155 ₹33,57,243 |
| 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 | 33.06 | tonne | 92,542.52 ₹30,59,455.71 | 86,445.24 ₹28,57,879.63 | 88,776.86 ₹29,34,962.99 | 89,000 ₹29,42,340 | 90,788.65 ₹30,01,472.77 | 75,003.8 ₹24,79,625.63 Lowest | 90,000 ₹29,75,400 | 1,03,168.92 ₹34,10,764.5 | 94,000 ₹31,07,640 |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 268.8 | cum | 440.52 ₹1,18,411.78 | 411.52 ₹1,10,616.58 | 422.62 ₹1,13,600.26 | 380 ₹1,02,144 | 432.19 ₹1,16,172.67 | 357.05 ₹95,975.04 | 400 ₹1,07,520 | 491.13 ₹1,32,015.74 | 300 ₹80,640 Lowest |
| 1.01 | OD482626/2025-2026:Stone filling in foundation trenches as per drawing and technical specification
OD CREATED FROM 8.7.4 | 268.8 | metre | 1,110.4 ₹2,98,475.52 | 1,037.24 ₹2,78,810.11 | 1,065.21 ₹2,86,328.45 | 900 ₹2,41,920 | 1,089.35 ₹2,92,817.28 | 899.95 ₹2,41,906.56 | 1,000 ₹2,68,800 | 1,237.9 ₹3,32,747.52 | 599 ₹1,61,011.2 Lowest |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 450 | cum | 60.22 ₹27,099 | 56.25 ₹25,312.5 | 57.77 ₹25,996.5 | 53 ₹23,850 | 59.07 ₹26,581.5 | 48.8 ₹21,960 Lowest | 60 ₹27,000 | 67.13 ₹30,208.5 | 50 ₹22,500 |
| 1.01 | OD46671/2026-2027::PVC WEEP HOLES. Providing weep holes using 110mm dia. PVC pipes working pressure
4Kg/sq.cm including cost of materials, conveyance, labour charges etc complete | 123 | metre | 186.52 ₹22,941.96 | 174.23 ₹21,430.29 | 178.93 ₹22,008.39 | 160 ₹19,680 | 182.99 ₹22,507.77 | 151.17 ₹18,593.91 | 150 ₹18,450 Lowest | 207.94 ₹25,576.62 | 160 ₹19,680 |
| 1.01 | OD46595/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method
rotavator at once and compacting with smooth wheel roller to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix
soil ( OD created from 6.A.1) | 110.25 | cum | 2,229.24 ₹2,45,773.71 | 2,082.37 ₹2,29,581.29 | 2,138.53 ₹2,35,772.93 | 1,988 ₹2,19,177 | 2,186.99 ₹2,41,115.65 | 1,806.75 ₹1,99,194.19 Lowest | 2,400 ₹2,64,600 | 2,485.22 ₹2,73,995.51 | 2,150 ₹2,37,037.5 |
Tender Value
₹93.6 L
EMD Value
₹50,000
Closing Date
22 Jun 2026, 6:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer LID - EW Thiruvananthapuram Corporation office
11760-2026 General -Ksmart file no 775479-2026 Step Junction road renovation in Nalanchira ward-1-General Civil Work
2026_LSGD_855795_5
DB/62983/2026-27(28)
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
29 Jul 2026
16 Jun 2026
23 Jun 2026
16 Jun 2026
22 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PROTECTION WALL colony | |||||
| 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 | - | 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 | - | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | 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 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | - | cum | - | - |
| 1.006 | OD482626/2025-2026:Stone filling in foundation trenches as per drawing and technical specification
OD CREATED FROM 8.7.4 | - | metre | - | - |
| 1.007 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.008 | OD46671/2026-2027::PVC WEEP HOLES. Providing weep holes using 110mm dia. PVC pipes working pressure
4Kg/sq.cm including cost of materials, conveyance, labour charges etc complete | - | metre | - | - |
| 1.009 | OD46595/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method
rotavator at once and compacting with smooth wheel roller to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix
soil ( OD created from 6.A.1) | - | cum | - | - |
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