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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₹5.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.2 L+₹25,883.97 (5.21%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.3 L+₹28,523.99 (5.74%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.4 L+₹43,905.73 (8.84%)Admitted-Fee/PreQual/Technical/Finance CHIRAYIL MARIYATHURUTH P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹5.5 L+₹49,548.28 (9.97%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | CHANDRAN P K L5 | Anilkumar L4 | RATHEESH P B L2 | P.SUNILKUMAR L3 | VISHNU VS L1 | Prakasan T D L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00side protection | |||||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 63.22 | cum | 499.67 ₹31,590.64 | 480.46 ₹30,376.12 | 450 ₹28,450.35 Lowest | 480.46 ₹30,376.12 | 1,550 ₹97,995.65 | 552.53 ₹34,932.6 |
| 1.00 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete | 5.45 | cum | 1,283.28 ₹6,987.46 | 1,500 ₹8,167.5 | 1,230 ₹6,697.35 Lowest | 1,233 ₹6,713.69 | 1,500 ₹8,167.5 | 1,419.01 ₹7,726.51 |
| 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 | 20.87 | cum | 459.14 ₹9,583.63 | 441.5 ₹9,215.43 | 441.5 ₹9,215.43 | 441 ₹9,204.99 | 300 ₹6,261.9 Lowest | 507.72 ₹10,597.64 |
| 1.00 | OD83167/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 51 | cum | 1,859.03 ₹94,810.53 | 2,000 ₹1,02,000 | 1,785 ₹91,035 | 1,787.53 ₹91,164.03 | 1,050 ₹53,550 Lowest | 2,055.66 ₹1,04,838.66 |
| 1.00 | OD83157/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted 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
Details of cost for 1 cum | 54.27 | cum | 4,326.61 ₹2,34,805.12 | 4,200 ₹2,27,934 | 4,150 ₹2,25,220.5 | 4,160.22 ₹2,25,775.14 | 3,600 ₹1,95,372 Lowest | 4,784.25 ₹2,59,641.25 |
| 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 | 8.17 | cum | 10,282.52 ₹83,987.62 | 10,000 ₹81,680 | 9,887 ₹80,757.02 | 9,887.04 ₹80,757.34 | 7,900 ₹64,527.2 Lowest | 11,370.1 ₹92,870.98 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.65 | tonne | 1,04,454.8 ₹68,208.98 | 1,00,437.31 ₹65,585.56 | 1,00,400 ₹65,561.2 | 1,00,437.31 ₹65,585.56 | 95,000 ₹62,035 Lowest | 1,15,502.91 ₹75,423.4 |
| 1.01 | OD83156/2026-2027: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. | 5.31 | cum | 2,441.65 ₹12,965.16 | 2,347.74 ₹12,466.5 | 2,347.74 ₹12,466.5 | 2,347.74 ₹12,466.5 | 1,300 ₹6,903 Lowest | 2,699.9 ₹14,336.47 |
| 1.01 | OD83158/2026-2027:Supplying and fixing 18 mm thick granite name board of any colour including lettering , labour for fixing, carriage etc complete | 0.48 | sqm | 6,961.22 ₹3,341.39 | 6,693.48 ₹3,212.87 | 6,693.48 ₹3,212.87 | 6,693.48 ₹3,212.87 | 4,000 ₹1,920 Lowest | 7,697.5 ₹3,694.8 |
Tender Value
₹5.3 L
EMD Value
₹13,132
Closing Date
29 Oct 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 LSGD section Elavally GP
Office of the Assistant Engineer LSGD section Elavally GP
Annual Plan 2026 27 Project No 355 Maintenance of Eppurath Mana Road Side Protection ward 4 at Elavally GP
2026_LSGD_879712_3
E-1/AE/LIDEW/ELY/2026 27
Open Tender
Civil Works - Roads
Item Rate
360 days
Elavally
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,160
Yes
₹13,132
Yes
31 Oct 2026
19 Oct 2026
31 Oct 2026
19 Oct 2026
29 Oct 2026
19 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1side protection | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 63.22 | cum | - | - |
| 1.002 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete | 5.45 | cum | - | - |
| 1.003 | 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 | 20.87 | cum | - | - |
| 1.004 | OD83167/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 51 | cum | - | - |
| 1.005 | OD83157/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted 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
Details of cost for 1 cum | 54.27 | cum | - | - |
| 1.006 | 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 | 8.17 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.65 | tonne | - | - |
| 1.008 | OD83156/2026-2027: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. | 5.31 | cum | - | - |
| 1.009 | OD83158/2026-2027:Supplying and fixing 18 mm thick granite name board of any colour including lettering , labour for fixing, carriage etc complete | 0.48 | sqm | - | - |
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