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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | ₹13.4 L | L1 | Accepted-AOC Valid |
| 2 | L2₹16.1 LRejected-AOC | ₹16.1 L | L2 | Rejected-AOC Valid |
| 3 | L3₹16.9 LRejected-AOC | ₹16.9 L | L3 | Rejected-AOC Valid |
| 4 | L4₹18.6 LRejected-AOC | ₹18.6 L | L4 | Rejected-AOC Valid |
| Sl No | Description | Qty | Unit | YOUSAF P L2 | Nagaraj V L1 | Giridas L4 | Anilkumar CV L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Punarudharanam | |||||||
| 1.00 | 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. | 147.23 | cum | 63.43 ₹9,338.80 | 52.8 ₹7,773.74 | 73.52 ₹10,824.35 | 66.84 ₹9,840.85 |
| 1.00 | 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 | 57.5 | cum | 3,167.65 ₹1.8 L | 2,636.92 ₹1.5 L | 3,671.66 ₹2.1 L | 3,337.88 ₹1.9 L |
| 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) | 86.25 | cum | 9,076 ₹7.8 L | 7,555.36 ₹6.5 L | 10,520.12 ₹9.1 L | 9,563.75 ₹8.2 L |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 6.09 | cum | 8,718.21 ₹53,093.90 | 7,257.51 ₹44,198.24 | 10,105.4 ₹61,541.89 | 9,186.73 ₹55,947.19 |
| 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 | 14.08 | cum | 893.8 ₹12,584.70 | 744.04 ₹10,476.08 | 1,036.01 ₹14,587.02 | 941.83 ₹13,260.97 |
| 1.01 | 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 | 3.52 | cum | 8,542.39 ₹30,069.21 | 7,111.15 ₹25,031.25 | 9,901.6 ₹34,853.63 | 9,001.46 ₹31,685.14 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 9.24 | cum | 9,924.08 ₹91,698.50 | 8,261.35 ₹76,334.87 | 11,503.15 ₹1.1 L | 10,457.41 ₹96,626.47 |
| 1.01 | 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) | 35.64 | cum | 9,066.95 ₹3.2 L | 7,547.82 ₹2.7 L | 10,509.63 ₹3.7 L | 9,554.21 ₹3.4 L |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.03 | tonne | 95,778.89 ₹98,652.26 | 79,731.63 ₹82,123.58 | 1,11,018 ₹1.1 L | 1,00,926.12 ₹1.0 L |
Tender Value
₹16.9 L
EMD Value
₹42,358
Closing Date
24 Mar 2026, 5:00 pmClosed
Assistant Engineer
LIDEW Section Pudur Grama Panchayath Pudur
Road
2026_LSGD_847241_2
5/ET/AE/LIDEW/PGP/2025-26
Open Tender
Civil Works - Roads
PUDUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹42,358
Yes
18 May 2026
16 Mar 2026
26 Mar 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
Road Punarudharanam
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.
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
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.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
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)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD438201/2025-2026:PVC WHEEP HOLES - Providing weep holes using 75 mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc complete
Side wall
OD477457/2025-2026:DOWEL BARS supplyingand providing MSdowel bars (1min reach and 1Mincluding drilling holes of 20mmdia
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