Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.3 LAccepted-AOC | ₹12.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹12.7 L+₹38,111.56 (3.09%)Rejected-Finance | ₹12.7 L+₹38,111.56 (3.09%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical TC 53 407 POTTAVILA KARAKKAMANDAPAM NEMOM P O TRIVANDRUM 695020 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695020 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SUNIL L1 | SHAFEER.S L3 | ARUN R.G L2 | RAVEENDRAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance - Vivekananda Nagar | |||||||
| 1.00 | OD72199/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift up to 1.5m
All kinds of soil. | 70 | sqm | 14.29 ₹1,000.3 Lowest | 121 ₹8,470 | 37.56 ₹2,629.2 | 39.44 ₹2,760.8 |
| 1.00 | OD69063/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer- (Ref: 50.2.26.1 DSR) | 7 | cum | 142.86 ₹1,000.02 Lowest | 475 ₹3,325 | 474.64 ₹3,322.48 | 498.37 ₹3,488.59 |
| 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. | 7 | cum | 142.86 ₹1,000.02 Lowest | 2,539 ₹17,773 | 2,538.82 ₹17,771.74 | 2,665.76 ₹18,660.32 |
| 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) | 10.5 | cum | 9,776.27 ₹1,02,650.84 Lowest | 9,776.5 ₹1,02,653.25 | 9,776.27 ₹1,02,650.84 Lowest | 10,265.08 ₹1,07,783.34 |
| 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) | 75.76 | cum | 9,390.88 ₹7,11,481.24 Lowest | 9,390.88 ₹7,11,481.24 Lowest | 9,390.88 ₹7,11,481.24 Lowest | 9,860.42 ₹7,47,055 |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 74.37 | sqm | 268.86 ₹19,995.12 Lowest | 425 ₹31,607.25 | 416.27 ₹30,958 | 437.08 ₹32,505.64 |
| 1.01 | 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 | 36 | cum | 55.87 ₹2,011.32 Lowest | 56 ₹2,016 | 55.87 ₹2,011.32 Lowest | 58.66 ₹2,111.76 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 1,255 | sqm | 15.83 ₹19,866.65 Lowest | 15.85 ₹19,891.75 | 16.11 ₹20,218.05 | 16.92 ₹21,234.6 |
| 1.01 | OD62229/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates and Antistripping Agent 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 By Manual Means Type A (II) Bitumen (S-65)(Modified 75.5.11.1.A.2Z MORD) | 1,255 | sqm | 297.45 ₹3,73,299.75 Lowest | 297.45 ₹3,73,299.75 Lowest | 302.29 ₹3,79,373.95 | 317.4 ₹3,98,337 |
Tender Value
₹12.7 L
EMD Value
₹31,760
Closing Date
13 Jul 2026, 6:00 pmClosed
Asst executive Engineer
TVM CORPORATION
Proj 331/27 Kanjirampara ward-Retarring of various roads in vivekanda residents associatiON in kanjirampara ward
2026_LSGD_859192_4
AEE2/TENDER/26-27/(6)
Open Tender
Civil Works - Roads
Item Rate
180 days
tvm corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹31,760
Yes
18 Aug 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance - Vivekananda Nagar | |||||
| 1.001 | OD72199/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift up to 1.5m
All kinds of soil. | - | sqm | - | - |
| 1.002 | OD69063/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer- (Ref: 50.2.26.1 DSR) | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | 0.2 | cum | - | - |
| 1.006 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | - | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | - | sqm | - | - |
| 1.009 | OD62229/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates and Antistripping Agent 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 By Manual Means Type A (II) Bitumen (S-65)(Modified 75.5.11.1.A.2Z MORD) | - | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1452770.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 • 0.09 MB
BOQ_1452770.xls
BOQ • 0.30 MB
PRELI.pdf
Tender Documents • 0.15 MB
FOT.pdf
Tender Documents • 0.04 MB
331AFF.pdf
Tender Documents • 0.14 MB
1Integrity.pdf
Tender Documents • 0.23 MB
viewsbd.pdf
Tender Documents • 1.90 MB
1Epay.pdf
Tender Documents • 0.23 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 .