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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | ₹2.0 L Quoted ₹25.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹26.1 L+₹40,859.77 (1.59%)Rejected-Finance | ₹26.1 L+₹40,859.77 (1.59%) | L2 | Rejected-Finance Second lowest |
| 3 | L3₹28.3 L+₹2.6 L (10.0%)Rejected-Finance | ₹28.3 L+₹2.6 L (10.0%) | L3 | Rejected-Finance Third lowest |
| 4 | L4₹28.4 L+₹2.7 L (10.5%)Rejected-Finance | ₹28.4 L+₹2.7 L (10.5%) | L4 | Rejected-Finance Fourth lowest |
| 5 | L5₹31.1 L+₹5.4 L (20.9%)Rejected-Finance | ₹31.1 L+₹5.4 L (20.9%) | L5 | Rejected-Finance Fifth lowest |
| Sl No | Description | Qty | Unit | G.Ashokan L3 | CYRIL G L2 | SREEKUMAR L4 | SUNIL L1 | MADHU P L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 343 | sqm | 9 ₹3,087 | 7.57 ₹2,596.51 | 8.24 ₹2,826.32 | 7.44 ₹2,551.92 Lowest | 9.01 ₹3,090.43 |
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 127.22 | cum | 30 ₹3,816.75 | 27.95 ₹3,555.94 | 30.41 ₹3,868.91 | 27.5 ₹3,498.69 Lowest | 33.27 ₹4,232.78 |
| 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) | 178.47 | cum | 6,810 ₹12,15,346.65 | 6,403 ₹11,42,711.4 | 6,968.93 ₹12,43,710.09 | 6,304.43 ₹11,25,120.1 Lowest | 7,625.12 ₹13,60,817.04 |
| 1.00 | OD175098/2024-2025: Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 22.5 | cum | 770 ₹17,325 | 724.94 ₹16,311.15 | 788.67 ₹17,745.08 | 713.47 ₹16,053.08 Lowest | 862.92 ₹19,415.7 |
| 2.00RETAINING WALL | ||||||||
| 2.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 53.28 | cum | 627 ₹33,406.56 | 589.79 ₹31,424.01 | 641.64 ₹34,186.58 | 580.46 ₹30,926.91 Lowest | 702.06 ₹37,405.76 |
| 2.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 11.36 | cum | 6,239 ₹70,875.04 | 6,009.82 ₹68,271.56 | 6,538.18 ₹74,273.72 | 5,914.76 ₹67,191.67 Lowest | 7,153.82 ₹81,267.4 |
| 2.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 170.27 | cum | 6,239 ₹10,62,333.25 | 5,874.46 ₹10,00,261.93 | 6,390.92 ₹10,88,201.12 | 5,781.52 ₹9,84,436.75 Lowest | 6,992.68 ₹11,90,664.6 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.13 | tonne | 82,702 ₹4,24,261.26 | 67,851.12 ₹3,48,076.25 | 73,816.24 ₹3,78,677.31 | 66,777.75 ₹3,42,569.86 Lowest | 80,766.74 ₹4,14,333.38 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
4 Nov 2024, 5:00 pmClosed
Jose H Jones
The Assistant Executive Engineer, LID AND EW Section ,Thiruvananthapuram Corporation, Ulloor zonal office
Project No - 361/2024-25, ROAD CONCRETING,BYE LANE CONCRETING,SIDE WALL CONSTRUCTION IN THRIPPADHAPURAM, MAHADEVA GARDENS IN ATTIPRA WARD
2024_LSGD_700170_6
AEE/KZTM/DB/T14/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
ATTIPRA WARD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
14 Sept 2025
28 Oct 2024
6 Nov 2024
28 Oct 2024
4 Nov 2024
28 Oct 2024
Amount
ROAD CONCRETE
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
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)
OD175098/2024-2025: Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
RETAINING WALL
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
CYRIL G
G.Ashokan
SREEKUMAR
MADHU P
Bidder Name
CYRIL G
G.Ashokan
MADHU P
SREEKUMAR
SUNIL
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