Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.3 L+₹16,003.79 (13.9%)Admitted-Fee/PreQual/Technical/Finance | ₹1.3 L+₹16,003.79 (13.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BINURAJ N I L1 | AGNIL VINOD L2 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 3.55 | cum | 370.8 ₹1,316.34 Lowest | 422.37 ₹1,499.41 |
| 1.00 | 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 | 1.7 | cum | 726.9 ₹1,238.64 Lowest | 827.97 ₹1,410.86 |
| 1.00 | OD484225/2025-2026:departmental DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in
foundation and superstructure including packing to compactness to lines and levels, labour
charges etc. complete as per approved drawing and relevant technical specifications. | 2.13 | cum | 3,027.8 ₹6,449.21 Lowest | 3,443.46 ₹7,334.57 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 16.76 | cum | 5,285 ₹88,555.46 Lowest | 6,019.95 ₹1,00,870.28 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 77,515.3 ₹4,495.89 Lowest | 88,295.56 ₹5,121.14 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.31 | cum | 7,373.7 ₹9,689.04 Lowest | 8,399.22 ₹11,036.58 |
| 1.01 | OD484236/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits - Manual compaction
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 3.18 | cum | 470.8 ₹1,497.61 Lowest | 536.37 ₹1,706.19 |
| 1.01 | OD483866/2025-2026:od1705724/2021_2022 :Supplying and Fixing Information board 75x60 cm 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 | 1,919.5 ₹1,919.5 Lowest | 2,186.45 ₹2,186.45 |
Tender Value
₹1.5 L
EMD Value
₹3,813
Closing Date
14 Sept 2026, 11:00 amClosed
The Assistant Engineer, LID EW Section , Nanniyode
The Assistant Engineer, LID EW Section , Nanniyode
Annual Plan-Nanniyode GP 2025-26, Project No 303/26-Plavara Kurunthali Road Sidewall Construction in ward 7-General Civil Work
2026_LSGD_840392_8
08/AE/LIDEW/NYD/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Nanniyode
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹3,813
Yes
15 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
5 Sept 2026 - 14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 3.55 | cum | - | - |
| 1.002 | 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 | 1.7 | cum | - | - |
| 1.003 | OD484225/2025-2026:departmental DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in
foundation and superstructure including packing to compactness to lines and levels, labour
charges etc. complete as per approved drawing and relevant technical specifications. | 2.13 | cum | - | - |
| 1.004 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 16.76 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.31 | cum | - | - |
| 1.007 | OD484236/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits - Manual compaction
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 3.18 | cum | - | - |
| 1.008 | OD483866/2025-2026:od1705724/2021_2022 :Supplying and Fixing Information board 75x60 cm 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 | - | - |
stage.html
html • 0.02 MB
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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.37 MB
Pact.pdf
Tender Documents • 0.23 MB
rmtnc.pdf
Tender Documents • 0.40 MB
viewnit (1).pdf
Tender Documents • 0.03 MB
viewsbd.pdf
Tender Documents • 1.73 MB
affdvt.pdf
Tender Documents • 0.28 MB
E pay.pdf
Tender Documents • 0.28 MB
Fot.pdf
Tender Documents • 0.29 MB
PA.pdf
Tender Documents • 0.30 MB
BOQ_1469613.xls
BOQ • 0.30 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 .