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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹1.8 L+₹19,487.39 (12.5%)Accepted-Finance MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L2 | Accepted-Finance L2 | |
| 3 | L3₹1.8 L+₹21,811.61 (14.0%)Rejected-Finance MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L3 | Rejected-Finance L3 | |
| 4 | L4₹1.8 L+₹26,036.57 (16.7%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Mohanan P-Works Contractor L4 | M MOHAMED L2 | RAVINDRANATHAN K L1 | Subhash M-Works contractor,Peringode L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 2.88 | cum | 57.4 ₹165.03 | 55.41 ₹159.3 | 49.26 ₹141.62 Lowest | 56.12 ₹161.35 |
| 1.00 | OD154518/2026-2027:2.28 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. 2.28.1 All kinds of soil | 111 | sqm | 31.6 ₹3,507.6 | 30.47 ₹3,382.17 | 27 ₹2,997 Lowest | 30.87 ₹3,426.57 |
| 1.00 | OD16563/2026-2027: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 ) | 12.25 | cum | 2,013.8 ₹24,669.05 | 1,941.25 ₹23,780.31 | 1,725.3 ₹21,134.93 Lowest | 1,967.01 ₹24,095.87 |
| 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) | 18.38 | cum | 8,224.82 ₹1,51,131.07 | 7,928.35 ₹1,45,683.43 | 7,047 ₹1,29,488.63 Lowest | 8,033.55 ₹1,47,616.48 |
| 1.00 | OD16574/2026-2027: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 | 2,279 ₹2,279 | 2,197.36 ₹2,197.36 | 1,953 ₹1,953 Lowest | 2,226.52 ₹2,226.52 |
Tender Value
₹2.1 L
EMD Value
₹5,284
Closing Date
26 Sept 2026, 5:00 pmClosed
Assistant Engineer
Office of Assistant Engineer, LID EW Section, Nagalassery Gramapanchayath
Annual Plan 2026-2027, Nagalassery Gramapanchayath, Project No- 108, Pambinkavu Road Concreting Ward 10
2026_LSGD_869154_3
02-AE-LIDEW-NGP-2026-2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of Assistant Engineer, Nagalassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,284
Yes
9 Oct 2026
15 Sept 2026
28 Sept 2026
15 Sept 2026
26 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 2.88 | cum | - | - |
| 1.002 | OD154518/2026-2027:2.28 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. 2.28.1 All kinds of soil | 111 | sqm | - | - |
| 1.003 | OD16563/2026-2027: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 ) | 12.25 | 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) | 18.38 | cum | - | - |
| 1.005 | OD16574/2026-2027: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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