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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.2 L+₹7,453.61 (0.57%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L7 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | suresh L5 | BABU SUKUMARAN NADAR L4 | SUNIL L3 | MANIKUTTAN S L1 | GOPAKUMAR.K L2 | ARUN R.G L7 | RAVEENDRAN L8 | SURESH T L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance work | |||||||||||
| 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. | 630 | sqm | 13.71 ₹8,637.3 | 13.25 ₹8,347.5 | 13.1 ₹8,253 | 12.71 ₹8,007.3 Lowest | 12.78 ₹8,051.4 | 16.36 ₹10,306.8 | 17.18 ₹10,823.4 | 14.73 ₹9,279.9 |
| 1.00 | 4.11.2: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 in uniform layers with motor grader on prepared surface, mixing by mix in place method with 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. <br>(ii) Using Gravel mix soil. | 47.25 | cum | 2,127.53 ₹1,00,525.79 | 2,056.19 ₹97,154.98 | 2,033.59 ₹96,087.13 | 1,971.65 ₹93,160.46 Lowest | 1,982.82 ₹93,688.25 | 2,538.82 ₹1,19,959.25 | 2,665.76 ₹1,25,957.16 | 2,285 ₹1,07,966.25 |
| 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) | 94.5 | cum | 8,192.51 ₹7,74,192.2 | 7,917.8 ₹7,48,232.1 | 7,830.79 ₹7,40,009.66 | 7,592.25 ₹7,17,467.63 Lowest | 7,635.27 ₹7,21,533.02 | 9,776.27 ₹9,23,857.52 | 10,265.08 ₹9,70,050.06 | 8,800 ₹8,31,600 |
| 2.00Drain maintenance and Construction | |||||||||||
| 2.00 | 1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. <br> (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m | 9 | cum | 453 ₹4,077 | 437.81 ₹3,940.29 | 433 ₹3,897 | 419.81 ₹3,778.29 Lowest | 422.19 ₹3,799.71 | 540.57 ₹4,865.13 | 567.6 ₹5,108.4 | 487 ₹4,383 |
| 2.00 | 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 | 19.5 | cum | 46.82 ₹912.99 | 45.25 ₹882.38 | 44.75 ₹872.63 | 43.39 ₹846.11 Lowest | 43.63 ₹850.79 | 55.87 ₹1,089.47 | 58.66 ₹1,143.87 | 49.6 ₹967.2 |
| 2.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 10.8 | cum | 668.69 ₹7,221.85 | 646.27 ₹6,979.72 | 639.17 ₹6,903.04 | 619.7 ₹6,692.76 Lowest | 623.21 ₹6,730.67 | 797.96 ₹8,617.97 | 837.86 ₹9,048.89 | 718 ₹7,754.4 |
| 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 | 63 | cum | 806.79 ₹50,827.77 | 779.74 ₹49,123.62 | 771.17 ₹48,583.71 | 747.68 ₹47,103.84 Lowest | 751.92 ₹47,370.96 | 962.76 ₹60,653.88 | 1,010.9 ₹63,686.7 | 866 ₹54,558 |
| 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 | 9 | cum | 7,710.85 ₹69,397.65 | 7,452.29 ₹67,070.61 | 7,370.39 ₹66,333.51 | 7,145.88 ₹64,312.92 Lowest | 7,186.36 ₹64,677.24 | 9,201.49 ₹82,813.41 | 9,661.56 ₹86,954.04 | 8,282 ₹74,538 |
Tender Value
₹16.9 L
EMD Value
₹42,354
Closing Date
7 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
256/26-27-Aalumthara Kattanvila Valiyavila Raod and Drain maintenance in Aaranoor Ward
2026_LSGD_857983_1
02/E16/AEE2/5321989/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹42,354
Yes
14 Oct 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance work | |||||
| 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 | 4.11.2: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 in uniform layers with motor grader on prepared surface, mixing by mix in place method with 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. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | 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 | - | - |
| 2Drain maintenance and Construction | |||||
| 2.001 | 1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. <br> (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m | - | cum | - | - |
| 2.002 | 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 | - | cum | - | - |
| 2.003 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | - | cum | - | - |
| 2.004 | 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 | - | - |
| 2.005 | 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 | - | - |
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