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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC | ₹3.1 L | 1 | Accepted-AOC The documents submitted by L1 were found to be in order and satisfactory therefore the agreement has been executed with him |
| 2 | 2₹3.4 LRejected-AOC | ₹3.4 L | 2 | Rejected-AOC The documents submitted by L1 were found to be in order and satisfactory therefore the agreement has been executed with him |
| 3 | 3₹3.5 LRejected-AOC | ₹3.5 L | 3 | Rejected-AOC The documents submitted by L1 were found to be in order and satisfactory therefore the agreement has been executed with him |
| 4 | 4₹3.6 LRejected-AOC | ₹3.6 L | 4 | Rejected-AOC The documents submitted by L1 were found to be in order and satisfactory therefore the agreement has been executed with him |
| 5 | 5₹3.6 LRejected-AOC | ₹3.6 L | 5 | Rejected-AOC The documents submitted by L1 were found to be in order and satisfactory therefore the agreement has been executed with him |
| Sl No | Description | Qty | Unit | samson samuel L4 | BINU ANTONY L3 | Abin Varghese L2 | SREEKANTH P S L1 | BIJU M L5 |
|---|---|---|---|---|---|---|---|---|
| 1.001 Roads | ||||||||
| 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 | 56 | cum | 150 ₹8,400 | 180 ₹10,080 | 177.3 ₹9,928.80 | 180 ₹10,080 | 160 ₹8,960 |
| 1.02 | 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. | 118.8 | cum | 40 ₹4,752 | 60 ₹7,128 | 59.1 ₹7,021.08 | 60 ₹7,128 | 41 ₹4,870.80 |
| 1.03 | 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) | 59.4 | cum | 3,400 ₹2.0 L | 3,200 ₹1.9 L | 2,964.85 ₹1.8 L | 2,800 ₹1.7 L | 3,410 ₹2.0 L |
| 1.04 | 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) | 14.4 | cum | 3,200 ₹46,080 | 3,000 ₹43,200 | 3,053.5 ₹43,970.40 | 2,800 ₹40,320 | 3,210 ₹46,224 |
| 1.05 | 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) | 29.9 | cum | 3,200 ₹95,680 | 3,300 ₹98,670 | 3,250.5 ₹97,189.95 | 2,800 ₹83,720 | 3,210 ₹95,979 |
| 1.06 | 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 | 25 | m | 100 ₹2,500 | 40 ₹1,000 | 9.85 ₹246.25 | 30 ₹750 | 102 ₹2,550 |
| 1.07 | OD2006/2024-2025
Supplying and fixing granite name board | 1 | each | 2,000 ₹2,000 | 1,000 ₹1,000 | 1,970 ₹1,970 | 3,000 ₹3,000 | 2,000 ₹2,000 |
Tender Value
₹3.6 L
EMD Value
₹9,083
Closing Date
24 Feb 2026, 10:00 amClosed
DISTRICT NIRMITHI KENDRA IDUKKI
The Project Engineer District Nirmithi Kendra Idukki Kuyilimala PIN 685603
TRDM Project 80 Acre Road Concrete Labour Supply for General Civil Works
2026_DNI_836456_1
DNK/ET01/2026
Open Tender
Civil Works - Roads
80 Acre
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹9,083
23 Mar 2026
16 Feb 2026
26 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
1 Roads
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
3.15.2 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.
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)
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 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
OD2006/2024-2025 Supplying and fixing granite name board
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