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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance KOCHUTHARAYIL KORUTHODU P O KOTTAYAM | KOTTAYAM | KERALA | 686001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.5 L+₹592.69 (0.17%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | YESODHARAN BHASKARAN L1 | VENUKUTTAN NAIR L2 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 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 | 10.19 | cum | 941.83 ₹9,596.31 Lowest | 1,000 ₹10,189 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.55 | cum | 9,001.46 ₹22,935.72 Lowest | 9,001.46 ₹22,935.72 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 | 0.25 | tonne | 1,00,926.12 ₹25,332.46 Lowest | 1,00,926.12 ₹25,332.46 Lowest |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 22.68 | cum | 9,304.36 ₹2,11,032.19 Lowest | 9,304.36 ₹2,11,032.19 Lowest |
| 1.00 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 1.11 | cum | 10,063.4 ₹11,160.31 Lowest | 10,063.4 ₹11,160.31 Lowest |
| 1.01 | OD178392/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 48.18 | cum | 464.32 ₹22,371.4 Lowest | 464.32 ₹22,371.4 Lowest |
| 1.01 | OD178393/2026-2027:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m. | 9.11 | cum | 331.76 ₹3,022 Lowest | 331.76 ₹3,022 Lowest |
| 1.01 | OD178394/2026-2027:Filling with Quarry Muck.Filling up low lying and water logged areas with local material/quarry muck,spreading in layers,levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade. | 15 | cum | 947.54 ₹14,213.1 Lowest | 947.54 ₹14,213.1 Lowest |
| 1.01 | OD178615/2026-2027:PVC WEEP HOLES: Providing weep holes using 50 mm dia , PVC pipes working pressure 6 kg/sq.cm including cost of materials, conveyence, labour charges etc , copmplete | 20 | metre | 94.51 ₹1,890.2 Lowest | 94.51 ₹1,890.2 Lowest |
Tender Value
₹3.5 L
EMD Value
₹8,801
Closing Date
29 Oct 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Ajeesh K G
The Assistant Engineer LIDEW Section Koruthode Gp
214/2026-27 Maintenance of school junction churakkayam road in ward 3 of koruthodu gp under annual plan 2026-27
2026_LSGD_881309_3
02/2026/AE/LIDEW/KRTD
Open Tender
Civil Works - Roads
Item Rate
The Assistant Engineer LIDEW Section Koruthode Gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹780
Yes
₹8,801
Yes
31 Oct 2026
22 Oct 2026
31 Oct 2026
22 Oct 2026
29 Oct 2026
22 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 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 | 10.19 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.55 | cum | - | - |
| 1.003 | 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 | 0.25 | tonne | - | - |
| 1.004 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 22.68 | cum | - | - |
| 1.005 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 1.11 | cum | - | - |
| 1.006 | OD178392/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 48.18 | cum | - | - |
| 1.007 | OD178393/2026-2027:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m. | 9.11 | cum | - | - |
| 1.008 | OD178394/2026-2027:Filling with Quarry Muck.Filling up low lying and water logged areas with local material/quarry muck,spreading in layers,levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade. | 15 | cum | - | - |
| 1.009 | OD178615/2026-2027:PVC WEEP HOLES: Providing weep holes using 50 mm dia , PVC pipes working pressure 6 kg/sq.cm including cost of materials, conveyence, labour charges etc , copmplete | 20 | metre | - | - |
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