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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-Finance | ₹19.9 L | L1 | Accepted-Finance This bidder Quoted Lowest Rate L1 and is Below PAC .Hence this bid is accepted. |
| 2 | L2₹20.1 LRejected-Finance CHAVARANAL HOUSE UPPUKANDAM PO IDUKKI 685514 | IDUKKI | KERALA | 685514 | ₹20.1 L | L2 | Rejected-Finance This bidder Quoted Second Lowest Rate L2and is Above PAC . |
| Sl No | Description | Qty | Unit | T V Rajendran L1 | Joseph Varkey L2 |
|---|---|---|---|---|---|
| 1.00ROAD CC | |||||
| 1.01 | 3.2
Preparation of Foundation for Embankment <br> Scarifying Existing
Bituminous Surface to a Depth of 150 mm by Mechanical Means <br>
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. | 1,104 | sqm | 16 ₹17,664 | 16.17 ₹17,851.68 |
| 1.02 | 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 | 55.2 | cum | 55 ₹3,036 | 56.29 ₹3,107.21 |
| 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) | 165.6 | cum | 9,563 ₹15.8 L | 9,659.38 ₹16.0 L |
| 1.04 | 11.1.1.1
Excavation for Structures <br> Earthwork in excavation for structures as per
drawing and technical specifications Clause 305.1 including setting out, construction
of shoring and bracing, removal of stumps and other deleterious material and disposal
upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 3.24 | cum | 941 ₹3,048.84 | 951.24 ₹3,082.02 |
| 1.05 | 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 <br> I.
P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.36 | cum | 9,001 ₹30,243.36 | 9,091.47 ₹30,547.34 |
| 1.06 | 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) | 23.25 | cum | 8,796 ₹2.0 L | 8,884.82 ₹2.1 L |
| 1.07 | 75.8.1.1.A Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine
aggregate:4 course aggregate) laid to required slope as required including compaction,
finishingand tamping etc .complete. Max. size of course aggregate not exceeding
25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.6 | cum | 9,186 ₹5,511.60 | 9,278.59 ₹5,567.15 |
| 1.08 | 13.1.1.1
Providing and laying reinforced cement concrete in superstructure as per drawing and
technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M
20 <br> (i) For nominal mix 1:2:4 | 6.36 | cum | 11,408 ₹72,554.88 | 11,522.21 ₹73,281.26 |
| 1.09 | 13.2
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as
per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.6 | tonne | 1,04,151 ₹62,282.30 | 1,05,192.75 ₹62,905.26 |
Tender Value
₹19.9 L
EMD Value
₹49,652
Closing Date
5 May 2026, 4:00 pmClosed
Regional Engineer
The Regional Engineer, Kerala State Nirmithi Kendra (KESNIK), Muttom P O Thodupuzha
The proposed road lies in vandanmedu Grama panchayat. At present the existing surface is tarring surface. The proposed road portion having steep slope and highly water flowing area. And number of trees existing the side of the proposed portion
2026_KSNK_848999_1
KSNK/TECH/MTM/ UKTRV-197R1/2026
Open Tender
Civil Works - Roads
180 days
VANDANMEDU
REFER NIT
6 documents required · 6 mandatory
₹2,500
₹49,652
Yes
16 Jun 2026
28 Apr 2026
7 May 2026
28 Apr 2026
5 May 2026
28 Apr 2026
28 Apr 2026 - 5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CC | |||||
| 1.01 | 3.2
Preparation of Foundation for Embankment <br> Scarifying Existing
Bituminous Surface to a Depth of 150 mm by Mechanical Means <br>
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. | - | sqm | - | - |
| 1.02 | 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 | - | cum | - | - |
| 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) | 1 | cum | - | - |
| 1.04 | 11.1.1.1
Excavation for Structures <br> Earthwork in excavation for structures as per
drawing and technical specifications Clause 305.1 including setting out, construction
of shoring and bracing, removal of stumps and other deleterious material and disposal
upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.05 | 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 <br> I.
P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.06 | 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) | - | cum | - | - |
| 1.07 | 75.8.1.1.A Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine
aggregate:4 course aggregate) laid to required slope as required including compaction,
finishingand tamping etc .complete. Max. size of course aggregate not exceeding
25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.08 | 13.1.1.1
Providing and laying reinforced cement concrete in superstructure as per drawing and
technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M
20 <br> (i) For nominal mix 1:2:4 | - | cum | - | - |
| 1.09 | 13.2
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as
per drawing and technical specifications Clauses 1002,1010 and 1202 | 1 | tonne | - | - |
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