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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC Executed the agreement | |
| 2 | L2₹4.1 L+₹44,487.31 (12.1%)Rejected-AOC | L2 | Rejected-AOC L1 Executed the agreement | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SANIL SAM L3 | BABILU L1 | ALAN J P KOODARATHIL L2 |
|---|---|---|---|---|---|---|
| 1.00side wall | ||||||
| 1.00 | 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 | 1.8 | cum | 875.8 ₹1,576.44 Lowest | 941 ₹1,693.8 | 940 ₹1,692 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.3 | cum | 8,370.96 ₹2,511.29 Lowest | 9,001 ₹2,700.3 | 8,400 ₹2,520 |
| 1.00 | 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) | 3.15 | cum | 8,180.69 ₹25,769.17 Lowest | 8,796 ₹27,707.4 | 8,400 ₹26,460 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.13 | tonne | 93,402.24 ₹12,142.29 Lowest | 1,00,437 ₹13,056.81 | 1,00,000 ₹13,000 |
| 2.00scarifying and concreting | ||||||
| 2.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> 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. | 210 | sqm | 47.45 ₹9,964.5 Lowest | 51 ₹10,710 | 51 ₹10,710 |
| 2.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 15.75 | cum | 3,104.08 ₹48,889.26 Lowest | 3,337 ₹52,557.75 | 3,200 ₹50,400 |
| 2.00 | 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) | 31.5 | cum | 8,893.78 ₹2,80,154.07 | 7,000 ₹2,20,500 Lowest | 8,600 ₹2,70,900 |
| 3.00Reconcreting | ||||||
Tender Value
₹4.5 L
EMD Value
₹11,221
Closing Date
4 Mar 2026, 10:00 amClosed
ASSISTANT ENGINEER
LID EW Section , Punalur Municipality
PWD WORKS
2026_LSGD_840763_4
06/2026/AE/LID EW/PMC
Open Tender
Civil Works - Roads
Item Rate
Punalur Municipality
Please refer Tender documents.
9 documents required · 9 mandatory
₹990
Yes
₹11,221
Yes
22 Jul 2026
26 Feb 2026
4 Mar 2026
26 Feb 2026
4 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1side wall | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 2scarifying and concreting | |||||
| 2.001 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> 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 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | - | cum | - | - |
| 2.003 | 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 | - | - |
| 3Reconcreting | |||||
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