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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₹11.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹11.7 L+₹19,057.71 (1.66%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹12.1 L+₹64,697.48 (5.64%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹12.3 L+₹84,093.17 (7.33%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABID K A L1 | RIJESH SEBASTIAN L4 | yosaf P K L3 | JITHIN ABRAHAM L2 |
|---|---|---|---|---|---|---|---|
| 1.00road culvert | |||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 33.75 | cum | 372.13 ₹12,559.39 Lowest | 411 ₹13,871.25 | 393.1 ₹13,267.13 | 387.38 ₹13,074.08 |
| 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 | 109.82 | cum | 793.86 ₹87,181.71 Lowest | 879.04 ₹96,536.17 | 838.6 ₹92,095.05 | 826.39 ₹90,754.15 |
| 1.00 | 11.1.4: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. IV. Hard rock (blasting prohibited)Upto 3 m depth including 1.5 m depth in hard rock | 55.82 | cum | 848.03 ₹47,337.88 Lowest | 939 ₹52,415.92 | 895.8 ₹50,004.45 | 1,131.9 ₹63,183.79 |
| 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 | 4.72 | cum | 7,586.94 ₹35,810.36 Lowest | 8,401 ₹39,652.72 | 8,014.8 ₹37,829.86 | 7,594.4 ₹35,845.57 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 37.08 | cum | 7,414.81 ₹2,74,904.08 Lowest | 8,210 ₹3,04,385.75 | 7,832.7 ₹2,90,397.35 | 7,718.62 ₹2,86,167.84 |
| 1.01 | OD339571/2024-2025:DRY RUBBLE MASONRY with DEPARTMENTAL Stone _ Dry rubble without concrete levelling course masonry with good quality departmental rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Modified 60.7.1) | 55.86 | cum | 1,506.7 ₹84,168.78 | 1,668 ₹93,179.48 | 1,591.6 ₹88,911.55 | 883.92 ₹49,378.42 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 9.09 | cum | 8,333.72 ₹75,753.51 Lowest | 9,227 ₹83,873.43 | 8,803.4 ₹80,022.91 | 8,675.18 ₹78,857.39 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.09 | tonne | 84,657.86 ₹92,361.73 Lowest | 93,741 ₹1,02,271.43 | 89,429.3 ₹97,567.37 | 88,126.74 ₹96,146.27 |
| 1.01 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 51.12 | sqm | 43.01 ₹2,198.67 Lowest | 47.62 ₹2,434.33 | 45.4 ₹2,320.85 | 44.77 ₹2,288.64 |
Tender Value
Refer Docs
EMD Value
₹31,780
Closing Date
2 Nov 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Nimil R T
Office of Assistant Executive Engineer LID EW Sub Division LSGD Iritty Block Panchayat
MP-LADS-2026-27 - Honarable Rajya Sabha MP - Dr.P.T.Usha - Construction of Culvert in Uruppumkutti-Aayamkudi-Paniya Unnathi Road in Ward 7-Enthumkari In Ayyankunnu
2026_LSGD_882277_11
DB/TEN/03/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Iritty
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹31,780
Yes
4 Nov 2026
26 Oct 2026
4 Nov 2026
26 Oct 2026
2 Nov 2026
26 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road culvert | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 33.75 | cum | - | - |
| 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 | 109.82 | cum | - | - |
| 1.003 | 11.1.4: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. IV. Hard rock (blasting prohibited)Upto 3 m depth including 1.5 m depth in hard rock | 55.82 | cum | - | - |
| 1.004 | 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 | 4.72 | cum | - | - |
| 1.005 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 37.08 | cum | - | - |
| 1.006 | OD339571/2024-2025:DRY RUBBLE MASONRY with DEPARTMENTAL Stone _ Dry rubble without concrete levelling course masonry with good quality departmental rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Modified 60.7.1) | 55.86 | cum | - | - |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 9.09 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.09 | tonne | - | - |
| 1.009 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 51.12 | sqm | - | - |
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