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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹12.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.7 L+₹2,267.91 (0.18%)Admitted-Fee/PreQual/Technical/Finance | ₹12.7 L+₹2,267.91 (0.18%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A.M.ABDUL SALAM L2 | AMIL SALAM L1 |
|---|---|---|---|---|---|
| 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 | 20.8 | cum | 780 ₹16,224 | 763 ₹15,870.4 Lowest |
| 1.00 | OD79459/2026-2027: DR Packing under Foundation - Dry stone packing under foundation with good quality blasted rubble complete as per direction of departmental officers at site
Modified 60.7.2 | 1.2 | cum | 3,100 ₹3,720 | 3,091.09 ₹3,709.31 Lowest |
| 1.00 | OD79443/2026-2027:DR Packing under Foundation - departmental Dry stone packing under foundation complete as per direction of departmental officers at site
Modified 60.7.2 | 18 | cum | 840 ₹15,120 | 831.37 ₹14,964.66 Lowest |
| 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 | 121.6 | cum | 445 ₹54,112 | 441.5 ₹53,686.4 Lowest |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 6.4 | cum | 8,800 ₹56,320 | 8,796.86 ₹56,299.9 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<br> IV. R.C.C grade M 20 | 44.16 | cum | 9,900 ₹4,37,184 | 9,887.04 ₹4,36,611.69 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.64 | tonne | 1,00,437.31 ₹5,66,968.61 Lowest | 1,00,437.31 ₹5,66,968.61 Lowest |
| 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 | 48 | cum | 660 ₹31,680 | 658.77 ₹31,620.96 Lowest |
| 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) | 9.69 | cum | 9,256 ₹89,690.64 | 9,186.73 ₹89,019.41 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,719
Closing Date
13 Aug 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO 158/27-Pipeline Existing Canal Renovation Ward-24-Kalamassery Municipality
2026_LSGD_863788_44
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
₹31,719
Yes
27 Aug 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 | OD79459/2026-2027: DR Packing under Foundation - Dry stone packing under foundation with good quality blasted rubble complete as per direction of departmental officers at site
Modified 60.7.2 | 1 | cum | - | - |
| 1.003 | OD79443/2026-2027:DR Packing under Foundation - departmental Dry stone packing under foundation complete as per direction of departmental officers at site
Modified 60.7.2 | - | cum | - | - |
| 1.004 | 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 | 1 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | 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<br> IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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) | 1 | cum | - | - |
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