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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41,481.28Admitted-Fee/PreQual/Technical/Finance MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹42,896.75+₹1,415.47 (3.41%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M MOHAMED L1 | AJAYAN M L2 |
|---|---|---|---|---|---|
| 1.00Road Interlocking | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1.73 | cum | 66.51 ₹114.93 Lowest | 76 ₹131.33 |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 0.94 | cum | 1,824.91 ₹1,715.42 Lowest | 1,884 ₹1,770.96 |
| 1.00 | OD5335/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil ( Mord - 4.11.2 ) | 2.19 | cum | 2,329.97 ₹5,097.97 Lowest | 2,391 ₹5,231.51 |
| 1.00 | OD5336/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. ( Morth OD 55.23) | 13.38 | sqm | 1,067.34 ₹14,281.01 Lowest | 1,140 ₹15,253.2 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.78 | cum | 9,506.44 ₹16,949.98 Lowest | 9,600 ₹17,116.8 |
| 1.01 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 0.55 | cum | 937.12 ₹515.42 Lowest | 991 ₹545.05 |
| 1.01 | 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 | 0.11 | cum | 8,956.45 ₹985.21 Lowest | 9,050 ₹995.5 |
| 1.01 | OD5347/2026-2027: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
(DAR - 60.7.1) | 0.44 | cum | 4,139.42 ₹1,821.34 Lowest | 4,210 ₹1,852.4 |
Tender Value
₹41,690
EMD Value
₹1,042
Closing Date
26 Sept 2026, 5:00 pmClosed
Assistant Engineer
Office of Assistant Engineer, LID E Section, Nagalassery Gramapanchayath- Palakkad
Annual Plan 2026-2027, Nagalassery Gramapanchayath, Project No-60, Kallivalappu Idavazhi Interlock Ward 1
2026_LSGD_869154_17
02-AE-LIDEW-NGP-2026-2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of Assistant Engineer, Nagalassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹335
Yes
₹1,042
Yes
29 Sept 2026
15 Sept 2026
28 Sept 2026
15 Sept 2026
26 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Interlocking | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1.73 | cum | - | - |
| 1.002 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 0.94 | cum | - | - |
| 1.003 | OD5335/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil ( Mord - 4.11.2 ) | 2.19 | cum | - | - |
| 1.004 | OD5336/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. ( Morth OD 55.23) | 13.38 | sqm | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.78 | cum | - | - |
| 1.006 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 0.55 | cum | - | - |
| 1.007 | 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 | 0.11 | cum | - | - |
| 1.008 | OD5347/2026-2027: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
(DAR - 60.7.1) | 0.44 | cum | - | - |
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