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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.5 L+₹10,739.96 (3.21%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.2 L+₹84,869.29 (25.4%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.0 L+₹1.7 L (50.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | m-ramdasbabu L3 | FAIZAL ALI M L4 | PRASANTH.S L2 | HAFSAL.M.K L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | |||||||
| 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. | 46.4 | cum | 66.17 ₹3,070.29 | 100 ₹4,640 | 54.47 ₹2,527.41 | 12.62 ₹585.57 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 22.81 | cum | 3,304.5 ₹75,362.43 | 4,500 ₹1,02,627 | 2,720.37 ₹62,040.76 | 2,632.89 ₹60,045.69 Lowest |
| 1.00 | OD234818/2026-2027:Construction of plain cement concrete pavement,thickness as per design,over a prepared sub
base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and
fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25
mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher
using approved mix design, laid in approved fixed side formwork(steel channel, laying and
fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork
as per drawing),spreading the concrete with showels,rakes,compacted using needle,screed, and
plate vibrators and finished in continuous operation including provision of contraction and
expansion,construction joints,applying near approaches to bridge /culvert and construction
joints, admixtures as approved,curing of concrete slabs for 14 days,using curing
compound(where specified) and water finishing to lines and grade as per drawing and Technical
Specifications clause 1501 | 32.58 | cum | 10,353.99 ₹3,37,332.99 | 12,000 ₹3,90,960 | 8,544.32 ₹2,78,373.95 | 8,284.5 ₹2,69,909.01 Lowest |
| 1.00 | OD219852/2026-2027:Supplying and Providing read made GI name board with all conveyance , labour and hire charges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, frame ,0.6 mm thick Iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer ,lettering with suitable colour and size ,fixing the post in ground with CC 1:2:4 etc complete. | 1 | each | 3,591.21 ₹3,591.21 | 3,500 ₹3,500 | 2,285.47 ₹2,285.47 Lowest | 3,947.36 ₹3,947.36 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
13 Oct 2026, 3:00 pmClosed
The Assistant Engineer
Office of the Assistant Executive Engineer LID EW Sub Division Kollengode Block Panchayat
Annual Plan Kollengode Block 2026 2027 Division 3 Mannathukulambu Road Construction in Peruvembu GP Project No 223
2026_LSGD_876065_1
01/AE/E-TENDER/2026-27
Open Tender
Civil Works - Roads
Item Rate
330 days
Kollengode
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,590
Yes
16 Oct 2026
5 Oct 2026
15 Oct 2026
5 Oct 2026
13 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 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. | 46.4 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 22.81 | cum | - | - |
| 1.003 | OD234818/2026-2027:Construction of plain cement concrete pavement,thickness as per design,over a prepared sub
base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and
fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25
mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher
using approved mix design, laid in approved fixed side formwork(steel channel, laying and
fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork
as per drawing),spreading the concrete with showels,rakes,compacted using needle,screed, and
plate vibrators and finished in continuous operation including provision of contraction and
expansion,construction joints,applying near approaches to bridge /culvert and construction
joints, admixtures as approved,curing of concrete slabs for 14 days,using curing
compound(where specified) and water finishing to lines and grade as per drawing and Technical
Specifications clause 1501 | 32.58 | cum | - | - |
| 1.004 | OD219852/2026-2027:Supplying and Providing read made GI name board with all conveyance , labour and hire charges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, frame ,0.6 mm thick Iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer ,lettering with suitable colour and size ,fixing the post in ground with CC 1:2:4 etc complete. | 1 | each | - | - |
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