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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | ₹7.3 L | L1 | Accepted-AOC LOWEST |
| 2 | Rejected-Technical | - | - | Rejected-Technical HIGH AMOUNT |
| 3 | Rejected-Technical SAJI SEBASTIAN PO 670571 | KANNUR | KERALA | 670571 | - | - | Rejected-Technical HIGH AMOUNT |
| Sl No | Description | Qty | Unit | N C SEBASTIAN L3 | GEO MATHEW L1 | SAJI SEBASTIAN L2 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 43.2 | cum | 45.76 ₹1,976.97 | 43.98 ₹1,900.07 Lowest | 45.31 ₹1,957.53 |
| 1.00 | OD529381/2025-2026: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 (Derived from spec 11.4.1.1) | 6.64 | cum | 7,246.19 ₹48,085.72 | 6,963.45 ₹46,209.45 Lowest | 7,173.49 ₹47,603.28 |
| 1.00 | 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 | 10.64 | cum | 8,754.94 ₹93,152.56 | 8,413.34 ₹89,517.94 Lowest | 8,667.1 ₹92,217.94 |
| 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 | 1.18 | tonne | 84,495.35 ₹99,451.03 | 81,198.43 ₹95,570.55 Lowest | 83,647.57 ₹98,453.19 |
| 1.00 | OD529812/2025-2026:PVC Weep Holes- Providing weep holes using 63mm diameter PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance | 40 | per metre | 92.47 ₹3,698.8 | 88.86 ₹3,554.4 Lowest | 91.54 ₹3,661.6 |
| 1.01 | 3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 16.8 | cum | 574.94 ₹9,658.99 | 552.51 ₹9,282.17 Lowest | 569.17 ₹9,562.06 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 113.4 | cum | 554.15 ₹62,840.61 | 532.53 ₹60,388.9 Lowest | 548.59 ₹62,210.11 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 58.13 | cum | 7,364.73 ₹4,28,141.21 | 7,077.36 ₹4,11,435.25 Lowest | 7,290.84 ₹4,23,845.69 |
| 1.01 | 15.13:White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | 48.47 | sqm | 37.68 ₹1,826.35 | 36.21 ₹1,755.1 Lowest | 37.3 ₹1,807.93 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
24 Jul 2026, 5:00 pmClosed
Secretary
Taliparamba Block Panchayath
MP-LADS-2025-26 Honble MP(RS), Dr.John Brittas-Construction of Culvert and Side Protection Works at Chettady-Pullikkallu-Thattiyad Road (Asset Code No. 211810050000000040) in Ward No. XV of Naduvil Grama Panchayat, Taliparamba Taluk, Kannur Dist.
2026_CRD_860834_3
LSGD/TPB/KNR/2-2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Taliparamba Block Panchayath
Refer tender documents
7 documents required · 7 mandatory
₹1,870
Yes
₹21,185
Yes
24 Aug 2026
17 Jul 2026
27 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | OD529381/2025-2026: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 (Derived from spec 11.4.1.1) | - | cum | - | - |
| 1.003 | 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 | - | 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 | OD529812/2025-2026:PVC Weep Holes- Providing weep holes using 63mm diameter PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance | - | per metre | - | - |
| 1.006 | 3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | - | cum | - | - |
| 1.007 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | - | cum | - | - |
| 1.008 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.009 | 15.13:White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | 1 | sqm | - | - |
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