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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Fee/PreQual/Technical/Finance MANNARTHODI VEEDU VADAKKUMPPURAM VALANCHERY MALAPPURAM 676552 | MALAPPURAM | KERALA | 676552 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.5 L+₹32,676.96 (6.30%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NOUSHAD L2 | abdul jaleel m.t L1 |
|---|---|---|---|---|---|
| 1.00Road Interlock Tile Paving work | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 129.6 | sqm | 14 ₹1,814.4 | 11 ₹1,425.6 Lowest |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 40.5 | cum | 50 ₹2,025 | 40 ₹1,620 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 7.92 | cum | 2,000 ₹15,840 Lowest | 2,354 ₹18,643.68 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 51.84 | cum | 3,100 ₹1,60,704 | 2,639 ₹1,36,805.76 Lowest |
| 1.00 | OD72696/2026-2027:OD from MORD 6.7.1) ( Interlocking concrete block pavement Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and technical specification clause 1504 | 349.2 | sqm | 870 ₹3,03,804 | 758 ₹2,64,693.6 Lowest |
| 1.01 | OD72699/2026-2027:Modi Data of 75.8.1: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (Excluding form work)
(i) Nominal mix (1:2:4) | 14.4 | cum | 4,450 ₹64,080 Lowest | 6,462 ₹93,052.8 |
| 1.01 | OD72750/2026-2027:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering and fixing including all cost of expence etc complete. | 1 | each | 2,770 ₹2,770 | 2,119 ₹2,119 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
25 Sept 2026, 6:00 pmClosed
Assistant Engineer
LID and EW Sub Division Kuttippuram Block Panchayath Thozhuvanoor PO PIN 676552
road work
2026_LSGD_870531_12
D1/TN/04/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kuttippuram BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
₹16,948
29 Sept 2026
17 Sept 2026
29 Sept 2026
17 Sept 2026
25 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Interlock Tile Paving work | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 129.6 | sqm | - | - |
| 1.002 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 40.5 | cum | - | - |
| 1.003 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 7.92 | cum | - | - |
| 1.004 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 51.84 | cum | - | - |
| 1.005 | OD72696/2026-2027:OD from MORD 6.7.1) ( Interlocking concrete block pavement Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and technical specification clause 1504 | 349.2 | sqm | - | - |
| 1.006 | OD72699/2026-2027:Modi Data of 75.8.1: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (Excluding form work)
(i) Nominal mix (1:2:4) | 14.4 | cum | - | - |
| 1.007 | OD72750/2026-2027:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering and fixing including all cost of expence etc complete. | 1 | each | - | - |
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