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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-AOC | ₹17.6 L | L1 | Accepted-AOC Valid |
| 2 | L2₹18.1 L+₹57,027.49 (3.24%)Rejected-AOC | ₹18.1 L+₹57,027.49 (3.24%) | L2 | Rejected-AOC Valid |
| 3 | L3₹18.5 L+₹94,071.43 (5.35%)Rejected-AOC | ₹18.5 L+₹94,071.43 (5.35%) | L3 | Rejected-AOC Valid |
| Sl No | Description | Qty | Unit | Nagaraj V L2 | Baseel Latheef N K L1 | Karuppuswami L3 |
|---|---|---|---|---|---|---|
| 1.00Road Re-Tarring | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 223.25 | cum | 65.5 ₹14,622.88 | 63.36 ₹14,145.12 Lowest | 66.84 ₹14,922.03 |
| 1.00 | OD92891/2025-2026:Filling up pot holes(cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of bitumen using 36mm departmental broken
stone and
compacting with a power roller to get a compacted surface. | 13.43 | cum | 7,975.43 ₹1,07,118 | 7,715.01 ₹1,03,620.3 Lowest | 8,138.2 ₹1,09,304.16 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,065 | sqm | 18.51 ₹19,713.15 | 17.9 ₹19,063.5 Lowest | 18.89 ₹20,117.85 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 1,065 | sqm | 283.42 ₹3,01,842.3 | 276 ₹2,93,940 Lowest | 289.21 ₹3,08,008.65 |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 16.8 | cum | 1,797.39 ₹30,196.15 | 1,738.63 ₹29,208.98 Lowest | 1,834.08 ₹30,812.54 |
| 1.01 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 6.3 | cum | 922.99 ₹5,814.84 Lowest | 941 ₹5,928.3 | 941.83 ₹5,933.53 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.57 | cum | 8,821.43 ₹13,893.75 | 8,533 ₹13,439.48 Lowest | 9,001.46 ₹14,177.3 |
| 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 | 4.72 | cum | 10,248.26 ₹48,423.03 | 9,913.63 ₹46,841.9 Lowest | 10,457.41 ₹49,411.26 |
| 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 | 0.5 | tonne | 98,907.59 ₹49,651.61 | 95,677 ₹48,029.85 Lowest | 1,00,926.12 ₹50,664.91 |
Tender Value
₹18.5 L
EMD Value
₹46,292
Closing Date
4 Jul 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LIDEW Section Pudur GP
TAR WORK
2026_LSGD_857577_2
1/ET/AE/LIDEW/PGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
PUDUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹46,292
Yes
5 Aug 2026
27 Jun 2026
7 Jul 2026
27 Jun 2026
4 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Re-Tarring | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | - | cum | - | - |
| 1.002 | OD92891/2025-2026:Filling up pot holes(cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of bitumen using 36mm departmental broken
stone and
compacting with a power roller to get a compacted surface. | 1 | cum | - | - |
| 1.003 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.004 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | - | sqm | - | - |
| 1.005 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | cum | - | - |
| 1.006 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | 1 | cum | - | - |
| 1.009 | 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 | - | tonne | - | - |
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