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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance NAVEEN HOUSE VETTUVAYIL THONKALA ROAD VELLIYANNOOR KERALA INDIA | KANNUR | KERALA | 670612 | ₹4.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.3 L+₹25,407.86 (6.33%)Admitted-Fee/PreQual/Technical/Finance | ₹4.3 L+₹25,407.86 (6.33%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.4 L+₹40,653.45 (10.1%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹40,653.45 (10.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PRAKASH D L2 | GOPINADHAN NAIR L3 | KUNJAYAPPAN K L1 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 1.00 | OD73686/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 74.63 | sqm | 30.87 ₹2,303.74 | 31.97 ₹2,385.83 | 29.03 ₹2,166.42 Lowest |
| 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) | 0.68 | cum | 8,033.5 ₹5,462.78 | 8,320.46 ₹5,657.91 | 7,555.36 ₹5,137.64 Lowest |
| 1.00 | OD77014/2026-2027: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) (Modified From 75.8.1.1) | 9.79 | cum | 7,871.21 ₹77,098.5 | 8,320.46 ₹81,498.91 | 7,402.69 ₹72,509.35 Lowest |
| 1.00 | OD82202/2026-2027: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 (Mordified from 11.4.1.1 form work excluded) | 2.52 | cum | 7,270.43 ₹18,321.48 | 8,312 ₹20,946.24 | 6,837.66 ₹17,230.9 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) | 19.04 | cum | 8,025.53 ₹1,52,773.99 | 8,312.16 ₹1,58,230.28 | 7,547.83 ₹1,43,680.49 Lowest |
| 1.01 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 72 | sqm | 13.44 ₹967.68 | 13.93 ₹1,002.96 | 12.65 ₹910.8 Lowest |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 37.8 | cum | 553.37 ₹20,917.39 | 573.13 ₹21,664.31 | 520.43 ₹19,672.25 Lowest |
| 1.01 | 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. (ii) Using Gravel mix soil. | 10.8 | cum | 2,086.56 ₹22,534.85 | 2,161.15 ₹23,340.42 | 1,962.42 ₹21,194.14 Lowest |
| 1.01 | OD123567/2026-2027:Mord:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504. | 108 | sqm | 948.76 ₹1,02,466.08 | 987.82 ₹1,06,684.56 | 892.28 ₹96,366.24 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,704
Closing Date
22 Sept 2026, 6:00 pmClosed
ANNAMMA BENNY MANGATTUSERIL
Office of the Assistant Engineer, LIDEW , CDLM
Annual Plan-CDLM G.P 59/26-27 ARATTUKADAVU VALUKKUNU ROAD RENOVATION IN WARD 05
2026_LSGD_869027_7
02/TNDR/AE/LIDEW/CDLM/26-27
Open Tender
Civil Works - Roads
Item Rate
Office of the Assistant Engineer, LIDEW, CDLM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,704
Yes
24 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
14 Sept 2026 - 22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | OD73686/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 74.63 | sqm | - | - |
| 1.002 | 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) | 0.68 | cum | - | - |
| 1.003 | OD77014/2026-2027: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) (Modified From 75.8.1.1) | 9.8 | cum | - | - |
| 1.004 | OD82202/2026-2027: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 (Mordified from 11.4.1.1 form work excluded) | 2.52 | cum | - | - |
| 1.005 | 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) | 19.04 | cum | - | - |
| 1.006 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 72 | sqm | - | - |
| 1.007 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 37.8 | cum | - | - |
| 1.008 | 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. (ii) Using Gravel mix soil. | 10.8 | cum | - | - |
| 1.009 | OD123567/2026-2027:Mord:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504. | 108 | sqm | - | - |
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