Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.8 L+₹43,066.91 (13.0%)Admitted-Fee/PreQual/Technical/Finance KAPPUR GRAMA PANCHAYATH | ₹3.8 L+₹43,066.91 (13.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.8 L+₹49,068.32 (14.8%)Admitted-Fee/PreQual/Technical/Finance | ₹3.8 L+₹49,068.32 (14.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.9 L+₹58,983.60 (17.7%)Admitted-Fee/PreQual/Technical/Finance | ₹3.9 L+₹58,983.60 (17.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.0 L+₹65,637.64 (19.7%)Admitted-Fee/PreQual/Technical/Finance | ₹4.0 L+₹65,637.64 (19.7%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | IBRAHIM BADUSHA L5 | VENUGOPALAN P L3 | MUHAMMED ABDURAHIMAN P V L2 | NISAR L4 | K P VASU L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION AND ROAD CONCRETE | ||||||||
| 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 | 11.98 | cum | 885.32 ₹10,606.13 | 847.8 ₹10,156.64 | 835.12 ₹10,004.74 | 870 ₹10,422.6 | 739.34 ₹8,857.29 Lowest |
| 1.00 | OD109131/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials Labour charges etc. complete as per direction of Departmental officers at site
(DAR 60.7.1) | 56.59 | cum | 3,910.61 ₹2,21,285.78 | 3,748 ₹2,12,084.33 | 3,688.87 ₹2,08,738.4 | 3,848 ₹2,17,742.93 | 3,265.77 ₹1,84,796.86 Lowest |
| 1.00 | 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) | 5.34 | cum | 8,980.96 ₹47,958.33 | 8,608.1 ₹45,967.25 | 8,471.72 ₹45,238.98 | 8,837 ₹47,189.58 | 7,500.05 ₹40,050.27 Lowest |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.17 | tonne | 94,870.44 ₹15,843.36 | 90,934 ₹15,185.98 | 89,491.19 ₹14,945.03 | 93,356 ₹15,590.45 | 79,227 ₹13,230.91 Lowest |
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.01 | Hectare | 44,265.66 ₹265.59 | 42,428 ₹254.57 | 41,755.7 ₹250.53 | 43,559 ₹261.35 | 36,966.54 ₹221.8 Lowest |
| 1.01 | OD115702/2026-2027: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> (i) Using naturally occuring gravel (Modified Spec of Mord 4.11.1) | 6.02 | cum | 2,201.18 ₹13,251.1 | 2,109 ₹12,696.18 | 2,076.37 ₹12,499.75 | 2,165 ₹13,033.3 | 1,838.22 ₹11,066.08 Lowest |
| 1.01 | 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) | 9.03 | cum | 8,989.93 ₹81,179.07 | 8,616.2 ₹77,804.29 | 8,480.18 ₹76,576.03 | 8,845 ₹79,870.35 | 7,507.54 ₹67,793.09 Lowest |
| 1.01 | OD109130/2026-2027:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 11.98 | cum | 311.85 ₹3,735.96 | 298 ₹3,570.04 | 294.17 ₹3,524.16 | 300 ₹3,594 | 260.43 ₹3,119.95 Lowest |
| 1.01 | OD109129/2026-2027: Engraving letters in hard stone for granite 100X75 cm size name board for inauguration
(including granite board & lettering)Erecting and fixing charges etc.... | 1 | each | 3,933.28 ₹3,933.28 | 3,770 ₹3,770 | 3,710.25 ₹3,710.25 | 3,700 ₹3,700 | 3,284.71 ₹3,284.71 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
18 Aug 2026, 5:00 pmClosed
Assistant Engineer
LID AND EW SUB DIVISION THRITHALA BLOCK PANCHAYATH
public works
2026_LSGD_864329_4
ET-02/AE/TLABP/2026-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Thrithala Block Panchayath, Koottanad
pls see the tender documents
7 documents required · 7 mandatory
₹935
Yes
₹10,587
Yes
21 Aug 2026
6 Aug 2026
20 Aug 2026
6 Aug 2026
18 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION AND ROAD CONCRETE | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD109131/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials Labour charges etc. complete as per direction of Departmental officers at site
(DAR 60.7.1) | 1 | cum | - | - |
| 1.003 | 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 | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.005 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.006 | OD115702/2026-2027: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> (i) Using naturally occuring gravel (Modified Spec of Mord 4.11.1) | 1 | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | OD109130/2026-2027:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | - | cum | - | - |
| 1.009 | OD109129/2026-2027: Engraving letters in hard stone for granite 100X75 cm size name board for inauguration
(including granite board & lettering)Erecting and fixing charges etc.... | - | each | - | - |
stage.html
html • 0.02 MB
finance_1462401.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.28 MB
BOQ_1462401.xls
BOQ • 0.25 MB
44nit.pdf
Tender Documents • 0.03 MB
44sbd.pdf
Tender Documents • 1.67 MB
tenderdocuments.pdf
Tender Documents • 0.93 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 .