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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC GSTIN: 32AEIPT7083E1ZC | ₹9.3 L | L1 | Accepted-AOC The bidder who quoted the lowest rate has submitted all required and valid documents therefore the work is awarded to him |
| 2 | L2₹11.0 LRejected-AOC | ₹11.0 L | L2 | Rejected-AOC The bidder who quoted the lowest rate has submitted all required and valid documents therefore the work is awarded to him |
| 3 | L3₹12.6 LRejected-AOC GSTIN: 32AKBPA1663N1ZG | ₹12.6 L | L3 | Rejected-AOC The bidder who quoted the lowest rate has submitted all required and valid documents therefore the work is awarded to him |
| 4 | L4₹12.8 LRejected-AOC GSTIN: 32AMXPB7820L1ZQ | ₹12.8 L | L4 | Rejected-AOC The bidder who quoted the lowest rate has submitted all required and valid documents therefore the work is awarded to him |
| Sl No | Description | Qty | Unit | ELDHOSE THOMAS L1 | AJEESH SREEDHARAN L3 | BIJU M L4 | SREEKANTH P S L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 1.01 | 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 | 278.75 | cum | 180 ₹50,175 | 150 ₹41,812.50 | 150 ₹41,812.50 | 170 ₹47,387.50 |
| 1.02 | 3.9.2.A Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and
side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means | 7.2 | cum | 4,000 ₹28,800 | 3,000 ₹21,600 | 3,010 ₹21,672 | 3,500 ₹25,200 |
| 1.03 | 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. | 398.4 | cum | 50 ₹19,920 | 40 ₹15,936 | 42 ₹16,732.80 | 50 ₹19,920 |
| 1.04 | 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 | 74.4 | cum | 250 ₹18,600 | 900 ₹66,960 | 910 ₹67,704 | 1,000 ₹74,400 |
| 1.05 | 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) | 278.4 | cum | 2,470 ₹6.9 L | 3,450 ₹9.6 L | 3,500 ₹9.7 L | 2,830 ₹7.9 L |
| 1.06 | 8.3.4 Earthwork in Hill Road (iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 73.28 | cum | 270 ₹19,785.60 | 200 ₹14,656 | 201 ₹14,729.28 | 180 ₹13,190.40 |
| 1.07 | 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 I. P.C.C grade
M 10 (i) Nominal mix 1:3:6 | 15 | cum | 2,300 ₹34,500 | 3,000 ₹45,000 | 3,010 ₹45,150 | 2,830 ₹42,450 |
| 1.08 | 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 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 30.6 | cum | 2,350 ₹71,910 | 3,000 ₹91,800 | 3,010 ₹92,106 | 2,830 ₹86,598 |
| 1.09 | OD322522/2025-2026 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 | 19 | cum | 10 ₹190 | 102 ₹1,938 | 100 ₹1,900 | 35 ₹665 |
Tender Value
₹12.7 L
EMD Value
₹31,633
Closing Date
24 Feb 2026, 4:00 pmClosed
Executive Secretary District Nirmithi Kendra Idukk
Executive Secretary District Nirmithi Kendra Idukki Phone 9447184231 9495932252 Landline 04862 PIN 685603
TRDM Project 80 Acre Road Concrete Plot 49 to Plot 43 Labour Supply for General Civil Works
2026_DNI_837179_1
DNKI/ET09/2026
Open Tender
Civil Works - Roads
80 Acre Road
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,265
Yes
₹31,633
26 Mar 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
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
3.9.2.A Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means
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)
8.3.4 Earthwork in Hill Road (iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
OD322522/2025-2026 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
OD322508/2025-2026 Supplying and fixing granite name board
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