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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.9 L+₹837 (0.21%)Admitted-Fee/PreQual/Technical/Finance | ₹3.9 L+₹837 (0.21%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SAKKAF KOYA THANGAL L1 | JAYAPRAKASAN K L2 |
|---|---|---|---|---|---|
| 1.00Culvert construction | |||||
| 1.00 | 2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. <br> (A) Upto 600 mm dia Hume pipe | 6 | metre | 521 ₹3,126 Lowest | 522 ₹3,132 |
| 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 | 9.84 | cum | 410 ₹4,034.4 Lowest | 411 ₹4,044.24 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 2.9 | cum | 60 ₹174.24 Lowest | 60 ₹174.24 Lowest |
| 1.00 | OD16297/2026-2027: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 | 4.06 | cum | 1,526 ₹6,189.46 Lowest | 1,529 ₹6,201.62 |
| 1.00 | OD16322/2026-2027:[OD from MORD 11.4.1.1]-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,1202& amp; 1203 & lt;br &gt; I.P.C.C grade M10 & lt;br &gt; (i) Nominal mix 1:3:6 (excluding form work) | 1.68 | cum | 7,393 ₹12,420.24 Lowest | 7,409 ₹12,447.12 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 2.52 | cum | 8,932 ₹22,508.64 Lowest | 8,951 ₹22,556.52 |
| 1.01 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25 | 1.44 | cum | 10,205 ₹14,695.2 Lowest | 10,227 ₹14,726.88 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.3 | tonne | 85,795 ₹25,395.32 Lowest | 85,979 ₹25,449.78 |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 31.2 | sqm | 13 ₹405.6 Lowest | 13 ₹405.6 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,575
Closing Date
22 Sept 2026, 6:00 pmClosed
AE
LID AND EW SUB DIVISION.TIRUR BLOCK PANCHAYATH
TIRUR BP-2026-2027-KUNNUGAL DRAINAGE NIRMANAM
2026_LSGD_869068_6
1/AE/LIDEW/2026-2027
Open Tender
Civil Works - Others
Item Rate
300 days
LID AND EW SUB DIVISION.TIRUR BLOCK PANCHAYATH
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
Yes
₹10,575
Yes
24 Sept 2026
11 Sept 2026
24 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Culvert construction | |||||
| 1.001 | 2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. <br> (A) Upto 600 mm dia Hume pipe | 6 | metre | - | - |
| 1.002 | 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 | 9.84 | cum | - | - |
| 1.003 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 2.9 | cum | - | - |
| 1.004 | OD16297/2026-2027: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 | 4.06 | cum | - | - |
| 1.005 | OD16322/2026-2027:[OD from MORD 11.4.1.1]-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,1202& amp; 1203 & lt;br &gt; I.P.C.C grade M10 & lt;br &gt; (i) Nominal mix 1:3:6 (excluding form work) | 1.68 | cum | - | - |
| 1.006 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 2.52 | cum | - | - |
| 1.007 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25 | 1.44 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.3 | tonne | - | - |
| 1.009 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 31.2 | sqm | - | - |
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