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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹58.6 L+₹3.2 L (5.80%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | BIJU. K L2 | K. JAYARAJ L1 |
|---|---|---|---|---|---|
| 1.00Karekattparambu road and Allied Works | |||||
| 1.00 | 3.5.1
Excavation in Cutting in Soil by manual means with lead upto 50 m <br>
Excavation for roadway in soil using manual means for carrying of cut earth to
embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical
Specification Clause 302.3 | 72.16 | Cum | 500 ₹36,080 | 441 ₹31,822.56 Lowest |
| 1.00 | 3.2
Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface
to a Depth of 150 mm by Mechanical Means 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. | 304 | Sqm | 20 ₹6,080 | 16 ₹4,864 Lowest |
| 1.00 | 4.1.A.1
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place
Method 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. (i)
For Grading I Material | 55.36 | Cum | 3,500 ₹1,93,760 | 3,337.5 ₹1,84,764 Lowest |
| 1.00 | 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) | 94.24 | Cum | 10,000 ₹9,42,400 | 9,563.5 ₹9,01,264.24 Lowest |
| 1.00 | OD385860/2025-2026
Providing and fixing Granite of any colour and shade for Name board, of required
size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc.complete at all,
levels, including lettering &amp; fixing | 1 | Each | 3,500 ₹3,500 | 3,180 ₹3,180 Lowest |
| 2.00Bharath Nagar Drainage | |||||
| 2.00 | 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 | 85.5 | Cum | 70 ₹5,985 | 66.5 ₹5,685.75 Lowest |
| 2.00 | 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 | 9.5 | Cum | 9,500 ₹90,250 | 9,001.4 ₹85,513.3 Lowest |
| 2.00 | 11.4.3.1
Providing concrete for plain/reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 &
1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 38.95 | Cum | 9,750 ₹3,79,762.5 | 9,514.4 ₹3,70,585.88 Lowest |
Tender Value
₹55.4 L
EMD Value
₹50,000
Closing Date
22 May 2026, 11:15 amClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Palakkad LAC-Project No.26612, 2025-26-Construction of Drainages and Roads at Various Locations in Palakkad Municipality, Palakkad District
2026_KEL_851033_1
KRO/ BDC/2370/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
Yes
₹50,000
Yes
11 Jun 2026
15 May 2026
23 May 2026
15 May 2026
22 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Karekattparambu road and Allied Works | |||||
| 1.001 | 3.5.1
Excavation in Cutting in Soil by manual means with lead upto 50 m <br>
Excavation for roadway in soil using manual means for carrying of cut earth to
embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical
Specification Clause 302.3 | 1 | Cum | - | - |
| 1.002 | 3.2
Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface
to a Depth of 150 mm by Mechanical Means 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 | - | - |
| 1.003 | 4.1.A.1
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place
Method 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. (i)
For Grading I Material | 1 | Cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD385860/2025-2026
Providing and fixing Granite of any colour and shade for Name board, of required
size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc.complete at all,
levels, including lettering &amp; fixing | - | Each | - | - |
| 2Bharath Nagar Drainage | |||||
| 2.001 | 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 | - | Cum | - | - |
| 2.002 | 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 | - | Cum | - | - |
| 2.003 | 11.4.3.1
Providing concrete for plain/reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 &
1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | Cum | - | - |
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