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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹11.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.2 L+₹73,471.70 (6.43%)Admitted-Fee/PreQual/Technical/Finance | ₹12.2 L+₹73,471.70 (6.43%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹12.7 L+₹1.3 L (11.2%)Admitted-Fee/PreQual/Technical/Finance | ₹12.7 L+₹1.3 L (11.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹14.4 L+₹3.0 L (26.3%)Admitted-Fee/PreQual/Technical/Finance | ₹14.4 L+₹3.0 L (26.3%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Prakash C L2 | ZAYN INFRASTRUCTURE PRIVATE LIMITED L4 | HANEEFA K L3 | ANJITH V L1 |
|---|---|---|---|---|---|---|---|
| 1.00INTERLOCKING | |||||||
| 1.00 | 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. | 657.25 | sqm | 15.32 ₹10,069.07 | 20 ₹13,145 | 16 ₹10,516 | 14.4 ₹9,464.4 Lowest |
| 1.00 | 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 | 49.29 | cum | 2,384.78 ₹1,17,555.35 | 2,100 ₹1,03,517.4 | 1,900 ₹93,658.6 Lowest | 2,241.9 ₹1,10,512.22 |
| 1.00 | OD22008/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 657.25 | sqm | 1,026.57 ₹6,74,713.13 | 1,450 ₹9,53,012.5 | 1,250 ₹8,21,562.5 | 964 ₹6,33,589 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) | 12.96 | cum | 9,152.51 ₹1,18,598.22 | 10,000 ₹1,29,580 | 9,600 ₹1,24,396.8 | 8,606 ₹1,11,516.55 Lowest |
| 2.00DRAINAGE | |||||||
| 2.00 | 2.5.1.A:Dismantling of Structures <br> 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. <br> (I) By Manual Means <br> (A) Lime Concrete | 6.96 | cum | 955.54 ₹6,650.56 | 1,500 ₹10,440 | 1,200 ₹8,352 | 898 ₹6,250.08 Lowest |
| 2.00 | 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 | 4.58 | cum | 422.52 ₹1,935.14 | 700 ₹3,206 | 450 ₹2,061 | 396 ₹1,813.68 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 | 3.15 | cum | 8,614.4 ₹27,135.36 | 10,100 ₹31,815 | 9,800 ₹30,870 | 8,100 ₹25,515 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) | 10.11 | cum | 9,105.37 ₹92,055.29 | 10,100 ₹1,02,111 | 9,800 ₹99,078 | 8,562 ₹86,561.82 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,773
Closing Date
10 Aug 2026, 2:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer Palakkad Municipality
GENERAL PMC 2026 PRO NO 75 27 ROAD AND DRAINAGE WORK AT MYTHRI NAGAR LANE 1 LANE 3 LANE 4 ERUMAKKARA STREET DEVI NAGAR IN WARD 42
2026_LSGD_863810_1
02/AEE/LIDEW/PMC/2026-2027
Open Tender
Civil Works - Roads
Item Rate
300 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,773
Yes
13 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCKING | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD22008/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | - | sqm | - | - |
| 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) | - | cum | - | - |
| 2DRAINAGE | |||||
| 2.001 | 2.5.1.A:Dismantling of Structures <br> 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. <br> (I) By Manual Means <br> (A) Lime Concrete | - | cum | - | - |
| 2.002 | 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 | - | - |
| 2.003 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 2.004 | 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) | 1 | cum | - | - |
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