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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.2 L+₹27,109 (4.60%)Rejected-AOC CORPORATION OF THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | 2 | Rejected-AOC L2 | |
| 3 | 3₹6.4 L+₹49,233 (8.35%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹6.9 L+₹1.0 L (17.0%)Rejected-Finance | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | PRABHATHA CHANDRAN NAIR L4 | ANIL L1 | RAJENDRAN B L3 | GOPAKUMAR K L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Retarring | |||||||
| 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. | 336 | sqm | 14.87 ₹4,996.32 | 12.71 ₹4,270.56 Lowest | 13.77 ₹4,626.72 | 13 ₹4,368 |
| 1.00 | OD485236/2025-2026:Filling with Quarry muck
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 for improving the CBR value of subgrade | 33.6 | cum | 862.12 ₹28,967.23 | 736.93 ₹24,760.85 Lowest | 798.48 ₹26,828.93 | 771 ₹25,905.6 |
| 1.00 | 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) | 43.92 | cum | 8,536.31 ₹3,74,914.74 | 7,296.71 ₹3,20,471.5 Lowest | 7,906.18 ₹3,47,239.43 | 7,634 ₹3,35,285.28 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 9.75 | cum | 410.24 ₹3,999.84 | 350.67 ₹3,419.03 Lowest | 379.95 ₹3,704.51 | 366 ₹3,568.5 |
| 1.00 | 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 | 51.26 | cum | 875.15 ₹44,855.81 | 748.06 ₹38,341.82 Lowest | 810.54 ₹41,544.23 | 782 ₹40,081.41 |
| 1.01 | 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 | 6.03 | cum | 8,364.15 ₹50,435.82 | 7,149.56 ₹43,111.85 Lowest | 7,746.73 ₹46,712.78 | 7,480 ₹45,104.4 |
| 1.01 | 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) | 16.08 | cum | 8,174.05 ₹1,31,438.72 | 6,987.06 ₹1,12,351.92 Lowest | 7,570.65 ₹1,21,736.05 | 7,310 ₹1,17,544.8 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1.05 | cum | 9,187.04 ₹9,646.39 | 7,852.94 ₹8,245.59 Lowest | 8,508.87 ₹8,934.31 | 8,216 ₹8,626.8 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.43 | tonne | 93,326.35 ₹40,316.98 | 79,774.01 ₹34,462.37 Lowest | 86,437.24 ₹37,340.89 | 83,470 ₹36,059.04 |
Tender Value
₹7.6 L
EMD Value
₹18,965
Closing Date
16 Mar 2026, 9:00 amClosed
AE,LSGD
LSGD section ,Malayinkeezhu
Annual Plan-Project No. 302/26 Karipoor Sreekrishna Nagar road Retarring and Drain Construction in Ward22 MKL GP
2026_LSGD_844828_3
8/AE/LSGD/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Malayinkeezhu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,230
Yes
₹18,965
Yes
21 Jul 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
9 Mar 2026 - 16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Retarring | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD485236/2025-2026:Filling with Quarry muck
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 for improving the CBR value of subgrade | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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