Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.5 L+₹27,870.72 (6.62%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.9 L+₹72,940.99 (17.3%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VISHNUJITH.M L1 | MUHAMMED RAFEEQ L2 | MUHAMMED MUSTAFA C L3 |
|---|---|---|---|---|---|---|
| 1.00Irish Concrete | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 9.45 | cum | 47.46 ₹448.5 Lowest | 50.6 ₹478.17 | 55.68 ₹526.18 |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 3.6 | cum | 1,302.2 ₹4,687.92 Lowest | 1,388.39 ₹4,998.2 | 1,527.79 ₹5,500.04 |
| 1.00 | OD188665/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-basc by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 11.1 | cum | 2,229.53 ₹24,747.78 Lowest | 2,374.38 ₹26,355.62 | 2,612.76 ₹29,001.64 |
| 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) | 52.23 | cum | 6,789.73 ₹3,54,627.6 Lowest | 7,239.76 ₹3,78,132.66 | 7,966.6 ₹4,16,095.52 |
| 2.00Side wall concrete | ||||||
| 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 | 0.73 | cum | 668.7 ₹491.49 Lowest | 712.97 ₹524.03 | 784.54 ₹576.64 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.32 | cum | 6,391.04 ₹2,013.18 Lowest | 6,814.11 ₹2,146.44 | 7,498.22 ₹2,361.94 |
| 2.00 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 2.49 | cum | 8,099.77 ₹20,168.43 Lowest | 8,635.95 ₹21,503.52 | 9,502.97 ₹23,662.4 |
| 2.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 0.18 | cum | 7,424.47 ₹1,336.4 Lowest | 7,916.26 ₹1,424.93 | 8,711.02 ₹1,567.98 |
Tender Value
₹5.9 L
EMD Value
₹14,826
Closing Date
25 Sept 2026, 3:00 pmClosed
AE
Office of AE Vilayur GP
Kalappara Venkitta Road Protection in Vilayur GP Proj No 99/26-27
2026_LSGD_870445_2
01/2026/AE/LIDEW/VLR
Open Tender
Civil Works - Roads
Item Rate
Vilayur GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,310
₹14,826
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Irish Concrete | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 9.45 | cum | - | - |
| 1.002 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 3.6 | cum | - | - |
| 1.003 | OD188665/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-basc by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 11.1 | 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) | 52.23 | cum | - | - |
| 2Side wall concrete | |||||
| 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 | 0.74 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.32 | cum | - | - |
| 2.003 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 2.49 | cum | - | - |
| 2.004 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 0.18 | cum | - | - |
stage.html
html • 0.02 MB
finance_1474895.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 • 0.22 MB
99nitsbd.pdf
Tender Documents • 2.41 MB
BOQ_1474895.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 .