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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.7 L+₹1,579.01 (0.95%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.7 L+₹2,250.56 (1.35%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | O SHAJI L2 | N U MATHEWS L3 | LOKESH NATH L L1 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 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 | 7.38 | cum | 941.83 ₹6,950.71 | 941.83 ₹6,950.71 | 929.3 ₹6,858.23 Lowest |
| 1.00 | OD507093/2025-2026: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 | 0.78 | cum | 8,655.27 ₹6,751.11 | 8,655.27 ₹6,751.11 | 8,540.15 ₹6,661.32 Lowest |
| 1.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.73 | cum | 8,796.86 ₹24,015.43 | 8,796.86 ₹24,015.43 | 8,679.86 ₹23,696.02 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.9 | cum | 9,887.04 ₹8,898.34 | 9,887.04 ₹8,898.34 | 9,755.54 ₹8,779.99 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.19 | tonne | 1,00,437.31 ₹18,781.78 | 1,00,437.31 ₹18,781.78 | 99,101.49 ₹18,531.98 Lowest |
| 1.01 | OD507206/2025-2026:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 3.42 | cum | 6,182.94 ₹21,145.65 | 6,182.94 ₹21,145.65 | 6,100.71 ₹20,864.43 Lowest |
| 1.01 | 12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br> III. Random rubble masonry <br>(iii) In cement mortar (1:5) | 1.2 | cum | 9,617.81 ₹11,541.37 | 9,617.81 ₹11,541.37 | 9,489.92 ₹11,387.9 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 7.74 | cum | 9,100 ₹70,461.3 | 9,186.73 ₹71,132.85 | 9,064.55 ₹70,186.81 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,230
Closing Date
8 Oct 2026, 6:00 pmClosed
Assistant Engineer
O/O The Assistant Engineer ,LID EW chathannoor GP
Annual Plan-2025-2026 Rennovation of Parayilmukku -marotti poika road in Palavila ward 5 in Chathannoor GP
2026_LSGD_875021_2
01/AE/2026-27/LIDEWCTNR
Open Tender
Civil Works - Roads
Item Rate
120 days
LID EW chathannoor GP
refer tender documents
8 documents required · 8 mandatory
₹555
Yes
₹4,230
Yes
19 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 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 | 7.38 | cum | - | - |
| 1.002 | OD507093/2025-2026: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 | 0.78 | cum | - | - |
| 1.003 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.73 | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.9 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.19 | tonne | - | - |
| 1.006 | OD507206/2025-2026:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 3.42 | cum | - | - |
| 1.007 | 12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br> III. Random rubble masonry <br>(iii) In cement mortar (1:5) | 1.2 | cum | - | - |
| 1.008 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 7.74 | cum | - | - |
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