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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹2.6 L+₹1,787.27 (0.70%)Accepted-Finance | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | Moidunni P.P-Works contractor L2 | Mohanan P-Works Contractor L1 |
|---|---|---|---|---|---|
| 1.00CULVERT | |||||
| 1.00 | 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 | 0.88 | cum | 950 ₹831.25 | 941.83 ₹824.1 Lowest |
| 1.00 | 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 | 0.25 | cum | 9,050 ₹2,262.5 | 9,001.46 ₹2,250.37 Lowest |
| 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 | 9.82 | cum | 10,600 ₹1,04,145 | 10,457.41 ₹1,02,744.05 Lowest |
| 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 | 1.08 | tonne | 1,00,990 ₹1,09,069.2 | 1,00,926 ₹1,09,000.08 Lowest |
| 1.00 | OD480690/2025-2026: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 materials spreading in uniform.
layers manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per clause 401.4 as per Technical Specification Clause 408 | 2.2 | cum | 2,400 ₹5,280 | 2,341.68 ₹5,151.7 Lowest |
| 1.01 | 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) | 3.3 | cum | 9,600 ₹31,680 | 9,563.75 ₹31,560.38 Lowest |
| 1.01 | OD498830/2025-2026: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 | 2,700 ₹2,700 | 2,650 ₹2,650 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
25 Sept 2026, 11:00 amClosed
Assistant Engineer
Office of Assistant Engineer, LID EW Section, Nagalassery Gramapanchayath- Koottanad
Annual Plan 2026-2027, Nagalassery Gramapanchayath, Project No-311, Completion of Vellanchira Culvert and Side Protection Ward 4
2026_LSGD_869154_10
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
₹560
Yes
₹6,355
Yes
9 Oct 2026
15 Sept 2026
28 Sept 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CULVERT | |||||
| 1.001 | 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 | 0.88 | cum | - | - |
| 1.002 | 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 | 0.25 | 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 | 9.83 | 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 | 1.08 | tonne | - | - |
| 1.005 | OD480690/2025-2026: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 materials spreading in uniform.
layers manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per clause 401.4 as per Technical Specification Clause 408 | 2.2 | cum | - | - |
| 1.006 | 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) | 3.3 | cum | - | - |
| 1.007 | OD498830/2025-2026: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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