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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC | ₹11.2 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹11.2 L+₹2,507.98 (0.22%)Rejected-AOC KOLLAYIL KERALA | IDUKKI | KERALA | 685533 | ₹11.2 L+₹2,507.98 (0.22%) | L2 | Rejected-AOC SECOND |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Renjith.R L4 | PRADEEP L2 | Renjith.S.L L1 | JESWIN JIJO L5 | SREEJITH R S L6 | GEORGE.D L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ANAMCODE KARTHIKAPARAMBU KOVILVILA ROAD | |||||||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 113.94 | sqm | 297.44 ₹33,890.31 | 282.41 ₹32,177.8 | 279.26 ₹31,818.88 Lowest | 348.61 ₹39,720.62 | 349 ₹39,765.06 | 286.88 ₹32,687.11 |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 818.4 | sqm | 13.31 ₹10,892.9 | 12.64 ₹10,344.58 | 12.28 ₹10,049.95 Lowest | 15.61 ₹12,775.22 | 15.61 ₹12,775.22 | 12.84 ₹10,508.26 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 818.4 | sqm | 279.97 ₹2,29,127.45 | 265.78 ₹2,17,514.35 | 265.23 ₹2,17,064.23 Lowest | 328.14 ₹2,68,549.78 | 328.14 ₹2,68,549.78 | 270.04 ₹2,21,000.74 |
| 1.00 | OD50946/2026-2027: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. | 22.5 | cum | 1,732.77 ₹38,987.33 | 1,645.03 ₹37,013.18 Lowest | 1,673.9 ₹37,662.75 | 2,030.89 ₹45,695.03 | 2,030.89 ₹45,695.03 | 1,671.29 ₹37,604.03 |
| 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. | 240 | sqm | 15.21 ₹3,650.4 | 14.13 ₹3,391.2 Lowest | 14.41 ₹3,458.4 | 17.83 ₹4,279.2 | 17.83 ₹4,279.2 | 14.67 ₹3,520.8 |
| 1.01 | 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) | 58.5 | cum | 9,091.93 ₹5,31,877.91 | 8,632.21 ₹5,04,984.29 | 8,612.89 ₹5,03,854.07 Lowest | 10,656.13 ₹6,23,383.61 | 10,656.13 ₹6,23,383.61 | 8,769.31 ₹5,13,004.64 |
| 1.01 | OD61311/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exeeding
15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.50m, All kinds of soil | 190.5 | sqm | 34.93 ₹6,654.17 | 33.17 ₹6,318.89 | 33.09 ₹6,303.65 Lowest | 40.94 ₹7,799.07 | 40.94 ₹7,799.07 | 33.69 ₹6,417.95 |
| 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) | 37.18 | cum | 8,733.51 ₹3,24,703.17 | 8,291.37 ₹3,08,264.85 | 8,273.37 ₹3,07,595.62 Lowest | 10,236.06 ₹3,80,566.47 | 10,236.06 ₹3,80,566.47 | 8,423.61 ₹3,13,181.4 |
| 1.01 | OD92685/2026-2027:Supplying and fixing information board 75x60cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e i-c(MORD | 1 | each | 2,364.44 ₹2,364.44 | 2,244.59 ₹2,244.59 | 1,938.2 ₹1,938.2 Lowest | 2,771.13 ₹2,771.13 | 2,771.13 ₹2,771.13 | 2,280.17 ₹2,280.17 |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
28 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayth
Road
2026_LSGD_861467_1
5d(13)/AEE/LSGD/TVM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,779
Yes
14 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ANAMCODE KARTHIKAPARAMBU KOVILVILA ROAD | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 1 | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1 | sqm | - | - |
| 1.003 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1 | sqm | - | - |
| 1.004 | OD50946/2026-2027: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. | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD61311/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exeeding
15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.50m, All kinds of soil | - | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD92685/2026-2027:Supplying and fixing information board 75x60cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e i-c(MORD | - | each | - | - |
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