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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC | ₹11.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.8 L+₹1.3 L (10.9%)Rejected-AOC | ₹12.8 L+₹1.3 L (10.9%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | S.NIYAZUDHEEN L1 | SIDDIQUE KANIMUTHU S L2 |
|---|---|---|---|---|---|
| 1.00DRINAGE | |||||
| 1.00 | 2.5.1.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (A) Lime Concrete | 7.52 | cum | 907.61 ₹6,825.23 Lowest | 1,000 ₹7,520 |
| 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 | 8 | cum | 401.32 ₹3,210.56 Lowest | 450 ₹3,600 |
| 1.00 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 4 | cum | 8,182.33 ₹32,729.32 Lowest | 9,020 ₹36,080 |
| 1.00 | 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) | 13.8 | cum | 8,648.67 ₹1,19,351.65 Lowest | 9,599 ₹1,32,466.2 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 6 | cum | 8,987.32 ₹53,923.92 Lowest | 9,899 ₹59,394 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.78 | tonne | 91,297.51 ₹1,62,692.16 Lowest | 1,00,500 ₹1,79,091 |
| 2.00ROAD RECONCRETING | |||||
| 2.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 96 | sqm | 46.38 ₹4,452.48 Lowest | 100 ₹9,600 |
| 2.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | 9.6 | cum | 2,265.16 ₹21,745.54 Lowest | 2,590 ₹24,864 |
Tender Value
₹12.7 L
EMD Value
₹31,751
Closing Date
9 Jul 2026, 1:00 pmClosed
AEE
OFFICE OF EXECUTIVE ENGINEER PMC
GENERAL-PMC/2026/PROJ NO 99 /27 , WARD 18 DIARRA STREET NARIKUTHY KOOTHUPURA ROAD METTUPALAYAM STREET NSBC ROAD AND RENNOVATION
2026_LSGD_858471_1
1/ AEE/LIDEW/PMC/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,751
Yes
13 Aug 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
9 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRINAGE | |||||
| 1.001 | 2.5.1.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (A) Lime Concrete | 1 | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 2ROAD RECONCRETING | |||||
| 2.001 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 2.002 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | 1 | cum | - | - |
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