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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.7 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹15.6 L+₹74,141.30 (5.00%)Rejected-AOC | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | SHAMSUDHEEN T A L1 | MOOSA K.I. L2 |
|---|---|---|---|---|---|
| 1.00maintenance work | |||||
| 1.00 | 2.7.B: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>(B) Rubble Stone Masonry in Cement Mortar | 5.2 | cum | 763 ₹3,967.6 Lowest | 801.15 ₹4,165.98 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 81 | cum | 441.5 ₹35,761.5 Lowest | 463.58 ₹37,549.98 |
| 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 | 4.5 | cum | 9,001.46 ₹40,506.57 Lowest | 9,451.53 ₹42,531.89 |
| 1.00 | 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 | 43.12 | cum | 10,367.15 ₹4,47,083.34 Lowest | 10,885.51 ₹4,69,437.62 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.49 | tonne | 1,00,437.31 ₹5,51,400.83 Lowest | 1,05,459.18 ₹5,78,970.9 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 52.5 | cum | 658.77 ₹34,585.43 Lowest | 691.71 ₹36,314.78 |
| 1.01 | OD76418/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottomwidth 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintainingthe same leak proof till the completion of the work and clearing the site by dismantling the bundafter completion of the work.etc.complete
MODIFIED 60.1.2 | 15 | metre | 1,122.95 ₹16,844.25 Lowest | 1,179.1 ₹17,686.5 |
| 1.01 | OD76417/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including<br>conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc<br>complete Modified 60.2.2 | 250 | hour | 474.87 ₹1,18,717.5 Lowest | 498.61 ₹1,24,652.5 |
| 1.01 | OD113453/2026-2027:1.001-Specification code: OD23394/2026-2027 [OD From DAR 60.6]-PVC WEEP HOLES-Providing weep holes using 75 mm dia P V C pipes working pressure 4kg /sq.cm including cost of materials,conveyance labour charges etc.complete | 40 | metre | 117.8 ₹4,712 Lowest | 123.69 ₹4,947.6 |
Tender Value
₹12.7 L
EMD Value
₹31,763
Closing Date
13 Aug 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO 161/27- IndiRaji Bridge Road Retaining Wall Ward - 40-Kalamassery Municipality
2026_LSGD_863788_38
LIDEW/AEE/ET/04/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,763
Yes
24 Sept 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintenance work | |||||
| 1.001 | 2.7.B: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>(B) Rubble Stone Masonry in Cement Mortar | - | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.007 | OD76418/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottomwidth 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintainingthe same leak proof till the completion of the work and clearing the site by dismantling the bundafter completion of the work.etc.complete
MODIFIED 60.1.2 | - | metre | - | - |
| 1.008 | OD76417/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including<br>conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc<br>complete Modified 60.2.2 | - | hour | - | - |
| 1.009 | OD113453/2026-2027:1.001-Specification code: OD23394/2026-2027 [OD From DAR 60.6]-PVC WEEP HOLES-Providing weep holes using 75 mm dia P V C pipes working pressure 4kg /sq.cm including cost of materials,conveyance labour charges etc.complete | - | metre | - | - |
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