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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | ₹9.9 L | L1 | Accepted-AOC lowest |
| 2 | L2₹12.6 LRejected-AOC AMBANAVILA VEEDU KARODE KARODE P O | KARODE | KERALA | ₹12.6 L | L2 | Rejected-AOC second |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SHIBUDAS D L2 | AJI P L3 | Harsha Kumar C S L1 |
|---|---|---|---|---|---|---|
| 1.00Road work | ||||||
| 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 | 32.4 | cum | 950 ₹30,780 | 962 ₹31,168.8 | 758.65 ₹24,580.26 |
| 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 | 5.4 | cum | 9,150 ₹49,410 | 9,200 ₹49,680 | 7,158.76 ₹38,657.3 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 40.3 | cum | 9,600 ₹3,86,880 | 9,725 ₹3,91,917.5 | 7,566.77 ₹3,04,940.83 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.6 | tonne | 1,02,000 ₹2,65,302 | 1,02,500 ₹2,66,602.5 | 79,876.68 ₹2,07,759.24 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 17.55 | cum | 10,100 ₹1,77,255 | 10,100 ₹1,77,255 | 7,863.05 ₹1,37,996.53 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 78.25 | cum | 650 ₹50,862.5 | 670 ₹52,427.5 | 523.15 ₹40,936.49 |
| 1.01 | OD174155/2024-2025:Filling up low lying and water logged areas with local material/quarry muck, spreading in
layers, levelling the top at site and consolidation by ramming etc complete. | 19.65 | cum | 950 ₹18,667.5 | 980 ₹19,257 | 737.88 ₹14,499.34 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 29.48 | cum | 9,300 ₹2,74,117.5 | 9,390 ₹2,76,770.25 | 7,306.1 ₹2,15,347.3 |
| 1.01 | OD174963/2024-2025:Supplying and fixing name board of size 75*120 cm installed in appropriate place visible to
public made of Existing wall with granite plaque should be inserted and engraving letters etc
complete asper direction of etc | 1 | each | 5,200 ₹5,200 | 5,250 ₹5,250 | 4,566.3 ₹4,566.3 |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
5 Feb 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayth
ROad
2026_LSGD_830483_56
30/HD/EE/LSGD/TVM/25-26
Open Tender
Civil Works - Roads
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,779
Yes
30 Mar 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
Road work
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
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD174155/2024-2025:Filling up low lying and water logged areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc complete.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD174963/2024-2025:Supplying and fixing name board of size 75*120 cm installed in appropriate place visible to public made of Existing wall with granite plaque should be inserted and engraving letters etc complete asper direction of etc
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