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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹16.3 L+₹82,777 (5.34%)Admitted-Fee/PreQual/Technical/Finance MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mohammed Abdul Jaleel L1 | RAMESH KUMAR L2 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION WALL | |||||
| 1.00 | OD165308/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for
reuse for any thickness of walls in DR masonry including disposal of debris within a distance of
150m. (DAR 60.7.3) | 18.9 | cum | 722.08 ₹13,647.31 Lowest | 760 ₹14,364 |
| 1.00 | OD165307/2026-2027: 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 (DAR 60.7.8) | 11.34 | cum | 1,635.59 ₹18,547.59 Lowest | 1,722 ₹19,527.48 |
| 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. | 51.45 | cum | 61.16 ₹3,146.68 Lowest | 64.43 ₹3,314.92 |
| 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 | 1.96 | cum | 8,236.34 ₹16,102.04 Lowest | 8,677 ₹16,963.54 |
| 1.00 | OD165309/2026-2027: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) | 84.34 | cum | 3,806.6 ₹3,21,033.42 Lowest | 4,010 ₹3,38,187.36 |
| 1.01 | 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) | 27.2 | cum | 8,742.1 ₹2,37,776.38 Lowest | 9,210 ₹2,50,502.79 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.89 | tonne | 91,900.14 ₹81,791.12 Lowest | 96,821 ₹86,170.69 |
| 2.00Road concrete | |||||
| 2.00 | OD165815/2026-2027:(OD From DAR 2.28.1) Surface dressing of ground including vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish ,lead upto 50 m and lift upto 1.50m. | 510 | sqm | 33.63 ₹17,151.3 Lowest | 35.42 ₹18,064.2 |
Tender Value
₹16.9 L
EMD Value
₹42,353
Closing Date
12 Oct 2026, 10:00 amClosed
Assistant Engineer
Assistant Engineer LIDEW Section Thirumittacode Gramapanchayath
CMLRRP 2.O THRITHALA SL NO. 4157 KALATHUMPADI THIRUMITTACODE ROAD THIRUMITTACODE GP
2026_LSGD_874509_1
ET1/02/2026-27/AE/LSGD/TMCD
Open Tender
Civil Works - Roads
Item Rate
180 days
Thirumittacode
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,353
Yes
12 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION WALL | |||||
| 1.001 | OD165308/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for
reuse for any thickness of walls in DR masonry including disposal of debris within a distance of
150m. (DAR 60.7.3) | 18.9 | cum | - | - |
| 1.002 | OD165307/2026-2027: 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 (DAR 60.7.8) | 11.34 | cum | - | - |
| 1.003 | 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. | 51.45 | cum | - | - |
| 1.004 | 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 | 1.96 | cum | - | - |
| 1.005 | OD165309/2026-2027: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) | 84.34 | cum | - | - |
| 1.006 | 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) | 27.2 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.89 | tonne | - | - |
| 2Road concrete | |||||
| 2.001 | OD165815/2026-2027:(OD From DAR 2.28.1) Surface dressing of ground including vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish ,lead upto 50 m and lift upto 1.50m. | 510 | sqm | - | - |
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