Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.5 LAccepted-AOC | ₹17.5 L | 1 | Accepted-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| 2 | 2₹18.3 LRejected-AOC | ₹18.3 L | 2 | Rejected-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| 3 | 3₹19.1 LRejected-AOC | ₹19.1 L | 3 | Rejected-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| 4 | 4₹20.0 LRejected-AOC | ₹20.0 L | 4 | Rejected-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| 5 | 5₹20.1 LRejected-AOC | ₹20.1 L | 5 | Rejected-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| Sl No | Description | Qty | Unit | SABU CHACKO MALIYIL L3 | samson samuel L4 | JAMSHAD NASEERI P.K L2 | SREEKANTH P S L1 | BIJU M L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||
| 1.01 | 2.1
Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means. | 0.32 | ha | 42,800 ₹13,482 | 42,000 ₹13,230 | 50,000 ₹15,750 | 40,000 ₹12,600 | 42,000 ₹13,230 |
| 1.02 | 8.3.2.A Earthwork in Hill Road (ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1. | 153.6 | cum | 180 ₹27,648 | 150 ₹23,040 | 200 ₹30,720 | 180 ₹27,648 | 160 ₹24,576 |
| 1.03 | 11.4.2.1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 19.5 | cum | 3,250 ₹63,375 | 3,000 ₹58,500 | 3,050 ₹59,475 | 2,760 ₹53,820 | 3,101 ₹60,469.50 |
| 1.04 | 12.5.1.1 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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 42 | cum | 3,200 ₹1.3 L | 3,000 ₹1.3 L | 3,050 ₹1.3 L | 3,025 ₹1.3 L | 3,010 ₹1.3 L |
| 1.05 | 3.15.2
Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification
Clause 303.5.2. | 864 | cum | 60 ₹51,840 | 50 ₹43,200 | 100 ₹86,400 | 61 ₹52,704 | 60 ₹51,840 |
| 1.06 | 4.1.A.3
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> (iii) For Grading III Material | 270 | cum | 1,400 ₹3.8 L | 1,000 ₹2.7 L | 1,000 ₹2.7 L | 1,000 ₹2.7 L | 1,010 ₹2.7 L |
| 1.07 | 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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) | 405 | cum | 3,070 ₹12.4 L | 3,600 ₹14.6 L | 3,050 ₹12.4 L | 2,965 ₹12.0 L | 3,600 ₹14.6 L |
| 1.08 | OD322478/2025-2026 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.Clauses 614, 709, 1204.3.7. | 32 | m | 25 ₹800 | 100 ₹3,200 | 50 ₹1,600 | 32 ₹1,024 | 102 ₹3,264 |
| 1.09 | OD2022/2024-2025 Supplying and fixing granite name board | 1 | each | 1,500 ₹1,500 | 2,000 ₹2,000 | 3,000 ₹3,000 | 3,000 ₹3,000 | 2,000 ₹2,000 |
Tender Value
₹20.1 L
EMD Value
₹50,000
Closing Date
24 Feb 2026, 4:00 pmClosed
Executive Secretary DNKI
Executive Secretary District Nirmithi Kendra Idukki Phone 9447184231 9495932252 Landline 04862 PIN 685603
TRDM PROJECT SINKUKANDOM 301 COLONY TRANSFORMER TO IDIKKUZHY BHAGAM ROAD CONCRETE General Civil Work
2026_DNI_836952_1
DNKI/ET02/2026
Open Tender
Civil Works - Roads
SINKUKANDOM 301 COLONY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,011
Yes
₹50,000
12 Mar 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
ROAD CONCRETING
2.1 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means.
8.3.2.A Earthwork in Hill Road (ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1.
11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
12.5.1.1 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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
3.15.2 Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.3 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> (iii) For Grading III Material
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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD322478/2025-2026 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.Clauses 614, 709, 1204.3.7.
OD2022/2024-2025 Supplying and fixing granite name board
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.32 MB
BOQ_1409245.xls
BOQ • 0.24 MB
rfq1.pdf
Other Document • 0.73 MB
Download all tender documents and submit your bid