Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹21.2 L+₹1.5 L (7.76%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NELSON .L L1 | K.V.JAYAPRAKASH L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 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 | 17.5 | cum | 51.85 ₹907.38 Lowest | 55.87 ₹977.73 |
| 1.00 | OD78222/2026-2027:Filling with contractor's own Earth for Roadway in layers not exceeding 20cm thick, compacting to lines and level with Static Roller 8-10 Ton as per the direction of Engineer in Charge | 35 | cum | 475.85 ₹16,654.75 Lowest | 512.77 ₹17,946.95 |
| 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. | 17.5 | cum | 2,356.02 ₹41,230.35 Lowest | 2,538.82 ₹44,429.35 |
| 1.00 | OD106464/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80mm Blocks (M30) of approved size, design and shape, laid in required pattern over and including a bed of 6mm stone aggregate 50mm average thickness etc. complete as per the direction of Engineer in Charge. | 151 | sqm | 1,224.81 ₹1,84,946.31 Lowest | 1,319.84 ₹1,99,295.84 |
| 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) | 2.53 | cum | 8,714.74 ₹22,074.44 Lowest | 9,390.88 ₹23,787.1 |
| 1.01 | OD106538/2026-2027:Engaging man coolie for removing rubbish | 6 | no | 1,069.44 ₹6,416.64 Lowest | 1,152.41 ₹6,914.46 |
| 2.00Drain | |||||
| 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 | 188.8 | cum | 893.44 ₹1,68,681.47 Lowest | 962.76 ₹1,81,769.09 |
| 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 | 23.6 | cum | 8,538.98 ₹2,01,519.93 Lowest | 9,201.49 ₹2,17,155.16 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
21 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer (Fort)
OFFICE OF ASSISTANT EXECUTIVE ENGINEER FORT ZONAL OFFICE TVPM CORPORATION
Project no 253/26-27 -Tarring Concreting Interlocking drain Construction of various roads in Ambalathara ward
2026_LSGD_860616_6
LSGD/CELSGD/AEE4/FORT26-27(4)
Open Tender
Civil Works - Roads
Item Rate
180 days
TRIVANDRUM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
23 Jul 2026
15 Jul 2026
23 Jul 2026
15 Jul 2026
21 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD78222/2026-2027:Filling with contractor's own Earth for Roadway in layers not exceeding 20cm thick, compacting to lines and level with Static Roller 8-10 Ton as per the direction of Engineer in Charge | - | 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 | OD106464/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80mm Blocks (M30) of approved size, design and shape, laid in required pattern over and including a bed of 6mm stone aggregate 50mm average thickness etc. complete as per the direction of Engineer in Charge. | - | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.006 | OD106538/2026-2027:Engaging man coolie for removing rubbish | - | no | - | - |
| 2Drain | |||||
| 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 | - | 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 | - | cum | - | - |
stage.html
html • 0.02 MB
finance_1455422.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 • 0.43 MB
BOQ_1455422.xls
BOQ • 0.31 MB
253PA.pdf
Tender Documents • 0.25 MB
253SBD.pdf
Tender Documents • 1.88 MB
1AFFIDAVIT.pdf
Tender Documents • 0.39 MB
1FOT.pdf
Tender Documents • 0.39 MB
epayment.pdf
Tender Documents • 0.24 MB
integrity.pdf
Tender Documents • 0.24 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 .