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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₹10.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹10.2 L+₹13,200.87 (1.32%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SASI K K L1 | Jithend.KR L2 |
|---|---|---|---|---|---|
| 1.00BOX CULVERT | |||||
| 1.00 | OD520174/2025-2026: RING BUND Type l putting ring bund as per approved shape 2.5 m bottom width ,1m
top width using empty bag/polythene filled with earth placed in two rows at.6m appart and filled in between with
puddle clay to form bund for an average height 2 m including | 12 | metre | 2,171.36 ₹26,056.32 Lowest | 2,199.96 ₹26,399.52 |
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 18.56 | cum | 929.59 ₹17,256.91 Lowest | 941.83 ₹17,484.13 |
| 1.00 | OD520175/2025-2026:Coconut pile-Supplying and stacking well matured straight coconut post for driving
down various strata bellow bed levell including cost conveyance,labour charges etc complete | 150 | metre | 147.22 ₹22,083 Lowest | 149.16 ₹22,374 |
| 1.00 | OD520172/2025-2026:coconut pile driving down coconut pile to line and levels through various strata including all hire charges and laboures for fixing, staging platform and all other applicances necessary for pile driving down after pointing the bottom end | 150 | 1 meter | 253.23 ₹37,984.5 Lowest | 256.57 ₹38,485.5 |
| 1.00 | OD520173/2025-2026:Bailing outwater using 5HP PUMP Bailing out of water with 5HP engine and pump set
including conveyance to site and errection cost of fuel lubrication oil and other stores ,pay of staff etc complete | 120 | hour | 468.7 ₹56,244 Lowest | 474.87 ₹56,984.4 |
| 1.01 | 14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 7.64 | cum | 4,997.05 ₹38,197.45 Lowest | 5,062.87 ₹38,700.58 |
| 1.01 | 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 | 3.28 | cum | 8,884.44 ₹29,105.43 Lowest | 9,001.46 ₹29,488.78 |
| 1.01 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25 | 7 | cum | 10,232.38 ₹71,626.66 Lowest | 10,367.15 ₹72,570.05 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.9 | tonne | 99,131.62 ₹89,218.46 Lowest | 1,00,437.31 ₹90,393.58 |
Tender Value
₹10.2 L
EMD Value
₹25,386
Closing Date
12 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER,MSGP
LID AND EW SECTION MARARIKULAM SOUTH GRAMA PANCHAYAT KATTOOR P O
GENERAL-Mararikulam south Gp/2025-26/Culvert Construction near Cluster road ward 23-pr.354/25-26-General Civil Work
2026_LSGD_875969_1
T3/AE/26-27
Open Tender
Civil Works - Bridges
Item Rate
MARARIKULAM SOUTH GRAMA PANCHAYAT
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹25,386
Yes
4 Nov 2026
5 Oct 2026
15 Oct 2026
5 Oct 2026
12 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BOX CULVERT | |||||
| 1.001 | OD520174/2025-2026: RING BUND Type l putting ring bund as per approved shape 2.5 m bottom width ,1m
top width using empty bag/polythene filled with earth placed in two rows at.6m appart and filled in between with
puddle clay to form bund for an average height 2 m including | 12 | metre | - | - |
| 1.002 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 18.56 | cum | - | - |
| 1.003 | OD520175/2025-2026:Coconut pile-Supplying and stacking well matured straight coconut post for driving
down various strata bellow bed levell including cost conveyance,labour charges etc complete | 150 | metre | - | - |
| 1.004 | OD520172/2025-2026:coconut pile driving down coconut pile to line and levels through various strata including all hire charges and laboures for fixing, staging platform and all other applicances necessary for pile driving down after pointing the bottom end | 150 | 1 meter | - | - |
| 1.005 | OD520173/2025-2026:Bailing outwater using 5HP PUMP Bailing out of water with 5HP engine and pump set
including conveyance to site and errection cost of fuel lubrication oil and other stores ,pay of staff etc complete | 120 | hour | - | - |
| 1.006 | 14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 7.64 | cum | - | - |
| 1.007 | 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 | 3.28 | cum | - | - |
| 1.008 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25 | 7 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.9 | tonne | - | - |
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