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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-Finance | ₹5.4 L | L1 | Accepted-Finance Accepted in Financial Evaluation |
| 2 | L2₹5.5 LAccepted-Finance | ₹5.5 L | L2 | Accepted-Finance Accepted in Financial Evaluation |
| 3 | L3₹5.6 LRejected-Finance | ₹5.6 L | L3 | Rejected-Finance High quoted bid |
| Sl No | Description | Qty | Unit | BABILU L1 | CHITHRANGATHAN PLACHERY L2 | Bismi construction L3 |
|---|---|---|---|---|---|---|
| 1.00scarifying and concreting | ||||||
| 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. | 300 | sqm | 16 ₹4,800 | 13.67 ₹4,101 | 14.01 ₹4,203 |
| 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) | 45 | cum | 7,250 ₹3,26,250 | 8,165.53 ₹3,67,448.85 | 8,368.28 ₹3,76,572.6 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 11.25 | cum | 9,554.21 ₹1,07,484.86 | 8,157.38 ₹91,770.53 | 8,359.9 ₹94,048.88 |
| 2.00side wall | ||||||
| 2.00 | 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 | 1.44 | cum | 941 ₹1,355.04 | 804.13 ₹1,157.95 | 824.1 ₹1,186.7 |
| 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 | 0.24 | cum | 9,001 ₹2,160.24 | 7,685.45 ₹1,844.51 | 7,876.28 ₹1,890.31 |
| 2.00 | 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) | 5.56 | cum | 8,790 ₹48,872.4 | 7,510.76 ₹41,759.83 | 7,697.2 ₹42,796.43 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.22 | tonne | 1,00,437 ₹22,297.01 | 85,753.38 ₹19,037.25 | 87,882.6 ₹19,509.94 |
| 3.00E/cutting & PCC | ||||||
Tender Value
₹6.4 L
EMD Value
₹16,101
Closing Date
4 Mar 2026, 10:00 amClosed
ASSISTANT ENGINEER
LID EW Section , Punalur Municipality
PWD WORKS
2026_LSGD_840763_2
06/2026/AE/LID EW/PMC
Open Tender
Civil Works - Roads
Punalur Municipality
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,425
Yes
₹16,101
Yes
21 Jun 2026
26 Feb 2026
4 Mar 2026
26 Feb 2026
4 Mar 2026
26 Feb 2026
scarifying and concreting
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.
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)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
side wall
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
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
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
E/cutting & PCC
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
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)
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