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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L1 | Accepted-AOC L1 | |
| 2 | L1₹1.9 LRejected-AOC MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L1 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RAMESH KUMAR L2 | Subhash M-Works contractor,Peringode L1 |
|---|---|---|---|---|---|
| 1.00Interlock | |||||
| 1.00 | 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. | 70.4 | sqm | 16.01 ₹1,127.1 | 14.25 ₹1,003.2 Lowest |
| 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. | 11.68 | cum | 66.84 ₹780.36 | 59.55 ₹695.25 Lowest |
| 1.00 | OD11930/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil ( Mord - 4.11.2 ) | 12.15 | cum | 2,341.68 ₹28,451.41 | 2,086.4 ₹25,349.76 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) | 7 | cum | 9,554.21 ₹66,927.24 | 8,512.8 ₹59,632.16 Lowest |
| 1.00 | OD11931/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlockcobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 74.8 | sqm | 1,206.39 ₹90,237.97 | 1,074.8 ₹80,395.04 Lowest |
| 1.01 | OD157862/2026-2027:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET ANDA SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGESETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 2,650.62 ₹2,650.62 | 2,361 ₹2,361 Lowest |
Tender Value
₹1.9 L
EMD Value
₹4,754
Closing Date
16 Sept 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer, Office of Assistant Engineer, LID EW Section Nagalassery GP, Koottanad
Annual Plan 2026-2027, Nagalassery Gramapanchayath, Project No- 112, Vavannur - Kazhanchira Road Completion Ward 4
2026_LSGD_867487_5
01-AE-LIDEW-NGP-2026-27
Open Tender
Civil Works - Roads
Item Rate
90 days
Office of Assistant Engineer, Nagalassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,754
Yes
8 Oct 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock | |||||
| 1.001 | 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. | 70.4 | sqm | - | - |
| 1.002 | 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. | 11.68 | cum | - | - |
| 1.003 | OD11930/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil ( Mord - 4.11.2 ) | 12.15 | cum | - | - |
| 1.004 | 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) | 7.01 | cum | - | - |
| 1.005 | OD11931/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlockcobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 74.8 | sqm | - | - |
| 1.006 | OD157862/2026-2027:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET ANDA SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGESETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | - | - |
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