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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₹8.8 LAdmitted-Fee/PreQual/Technical/Finance PARAYIL CHUNAKKARA NADUVIL | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.9 L+₹5,797.17 (0.66%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | ERNAKULAM | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.9 L+₹9,249.39 (1.05%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹9.0 L+₹20,986.64 (2.38%)Admitted-Fee/PreQual/Technical/Finance KOLLIMES | KULLU | HIMACHAL PRADESH | 172001 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹9.0 L+₹21,586.44 (2.45%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P K CHACKO L4 | ABDUL JABBAR L1 | N VIJAYAN L3 | anadarajan L5 | S.Ramesh L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Protection wall | ||||||||
| 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 | 15.34 | cum | 893.8 ₹13,710.89 | 872.98 ₹13,391.51 | 500 ₹7,670 Lowest | 900 ₹13,806 | 878.73 ₹13,479.72 |
| 1.00 | OD241978/2026-2027:(Modified 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 - without formwork | 2.37 | cum | 8,213.85 ₹19,466.82 | 8,022.57 ₹19,013.49 | 8,000 ₹18,960 Lowest | 8,000 ₹18,960 Lowest | 8,075.37 ₹19,138.63 |
| 1.00 | 75.7.1: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. | 46.58 | cum | 6,498.53 ₹3,02,708.03 | 6,347.2 ₹2,95,658.92 | 6,500 ₹3,02,776.5 | 6,019 ₹2,80,371.04 Lowest | 6,388.97 ₹2,97,604.61 |
| 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 | 4.21 | cum | 9,382.8 ₹39,492.21 | 9,164.3 ₹38,572.54 | 8,500 ₹35,776.5 Lowest | 9,400 ₹39,564.6 | 9,224.61 ₹38,826.38 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.29 | tonne | 95,315 ₹28,117.93 | 93,095.34 ₹27,463.13 Lowest | 1,00,000 ₹29,500 | 98,000 ₹28,910 | 93,708.01 ₹27,643.86 |
| 1.01 | 4.11.2: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 material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 2.55 | cum | 2,357.38 ₹6,011.32 | 2,302.48 ₹5,871.32 Lowest | 2,400 ₹6,120 | 2,400 ₹6,120 | 2,317.64 ₹5,909.98 |
| 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) | 3.7 | cum | 8,718.21 ₹32,248.66 | 8,515.18 ₹31,497.65 | 8,000 ₹29,592 Lowest | 8,900 ₹32,921.1 | 8,571.22 ₹31,704.94 |
| 2.00Road Tarring | ||||||||
| 2.00 | OD195292/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm depth and disposal of rubbish lead up to 50 m and lift up to 1.5 m | 135.2 | sqm | 34.88 ₹4,715.78 | 34.06 ₹4,604.91 Lowest | 35 ₹4,732 | 36 ₹4,867.2 | 34.29 ₹4,636.01 |
Tender Value
₹9.5 L
EMD Value
₹23,743
Closing Date
2 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer Thazhakkara GP
Office of AE Thazhakkara GP
Proj. no 51/2026-27 - Kochuplavilayil Road maintenence - Ward 5
2026_LSGD_881856_4
T-4/AE/LIDEW/TZKRA/2026-27
Open Tender
Civil Works - Roads
Item Rate
Thazhakkara
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,095
Yes
₹23,743
Yes
4 Nov 2026
24 Oct 2026
4 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection wall | |||||
| 1.001 | 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 | 15.34 | cum | - | - |
| 1.002 | OD241978/2026-2027:(Modified 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 - without formwork | 2.37 | cum | - | - |
| 1.003 | 75.7.1: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. | 46.58 | 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 | 4.21 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.3 | tonne | - | - |
| 1.006 | 4.11.2: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 material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 2.55 | cum | - | - |
| 1.007 | 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) | 3.7 | cum | - | - |
| 2Road Tarring | |||||
| 2.001 | OD195292/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm depth and disposal of rubbish lead up to 50 m and lift up to 1.5 m | 135.2 | sqm | - | - |
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