Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-Finance | ₹15.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹15.4 L+₹27,110.63 (1.79%)Accepted-Finance | ₹15.4 L+₹27,110.63 (1.79%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical KAMALA BHAVAN NEDUMANGAD PO NELLANADU GRAMA PANCHAYATH | THIRUVANANTHAPURAM | KERALA | 695001 | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SUNIL L2 | K JAYAKUMAR L3 | Aneesh SA L1 | Manoj L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance work | |||||||
| 1.00 | OD51505/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (Based on DSR .16.83) | 180 | sqm | 131.88 ₹23,738.4 | 133.91 ₹24,103.8 | 129.56 ₹23,320.8 Lowest | 145.08 ₹26,114.4 |
| 1.00 | OD51506/2026-2027:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick layer of 6mm aggregate filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)(Based on DSR .16.84) | 126 | sqm | 405.79 ₹51,129.54 | 412.04 ₹51,917.04 | 398.64 ₹50,228.64 Lowest | 446.41 ₹56,247.66 |
| 1.00 | OD68258/2026-2027:Providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns , driveways or light traffic parking etc of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 6mm aggregate, compacting and proper embedding/laying of interlocking paverblocks into 6mm aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with suitable aggregates etc complete all as per direction of Engineer in charge 80mm thick CC paverblock of M-30 grade with approved colour design and pattern. | 834 | sqm | 1,199.73 ₹10,00,574.82 | 1,218.21 ₹10,15,987.14 | 1,178.62 ₹9,82,969.08 Lowest | 1,319.84 ₹11,00,746.56 |
| 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. | 600 | sqm | 14.87 ₹8,922 | 15.1 ₹9,060 | 14.61 ₹8,766 Lowest | 16.36 ₹9,816 |
| 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. | 58.5 | cum | 2,307.79 ₹1,35,005.72 | 2,343.33 ₹1,37,084.81 | 2,267.17 ₹1,32,629.45 Lowest | 2,538.82 ₹1,48,520.97 |
| 2.00Drain maintenance & Construction | |||||||
| 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 | 23.2 | cum | 875.15 ₹20,307.86 | 888.63 ₹20,620.66 | 859.74 ₹19,950.27 Lowest | 962.76 ₹22,340.85 |
| 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 | 3.31 | cum | 8,364.15 ₹27,727.16 | 8,492.98 ₹28,154.23 | 8,216.93 ₹27,239.12 Lowest | 9,201.49 ₹30,502.94 |
| 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) | 9.9 | cum | 8,174.05 ₹80,923.1 | 8,299.94 ₹82,169.41 | 8,030.17 ₹79,498.68 Lowest | 8,992.35 ₹89,024.27 |
Tender Value
₹16.9 L
EMD Value
₹42,365
Closing Date
7 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
400/26-27-Sastha Nagar Cheruthalam Road Improvements and Drain maintenance in Valiyasala Ward
2026_LSGD_857983_7
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
₹42,365
Yes
14 Jul 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 |
|---|---|---|---|---|---|
| 1Road Maintenance work | |||||
| 1.001 | OD51505/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (Based on DSR .16.83) | - | sqm | - | - |
| 1.002 | OD51506/2026-2027:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick layer of 6mm aggregate filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)(Based on DSR .16.84) | - | sqm | - | - |
| 1.003 | OD68258/2026-2027:Providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns , driveways or light traffic parking etc of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 6mm aggregate, compacting and proper embedding/laying of interlocking paverblocks into 6mm aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with suitable aggregates etc complete all as per direction of Engineer in charge 80mm thick CC paverblock of M-30 grade with approved colour design and pattern. | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 2Drain maintenance & Construction | |||||
| 2.001 | 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 | 1 | cum | - | - |
| 2.002 | 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 | 1 | cum | - | - |
| 2.003 | 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) | - | cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1450597.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.33 MB
400fot.pdf
Tender Documents • 0.28 MB
400ipct.pdf
Tender Documents • 0.23 MB
400sbd.pdf
Tender Documents • 1.99 MB
BOQ_1450597.xls
BOQ • 0.24 MB
400nit.pdf
Tender Documents • 0.03 MB
400pgmt.pdf
Tender Documents • 0.29 MB
400epf.pdf
Tender Documents • 0.23 MB
400af.pdf
Tender Documents • 0.27 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .