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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L | L1 | Accepted-AOC Valid |
| 2 | L2₹12.5 L+₹1,574.63 (0.13%)Rejected-AOC | ₹12.5 L+₹1,574.63 (0.13%) | L2 | Rejected-AOC Valid |
| Sl No | Description | Qty | Unit | Baseel Latheef N K L1 | Nagaraj V L2 |
|---|---|---|---|---|---|
| 1.00REETARING AND SIDE KATTU | |||||
| 1.00 | OD509771/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) aftersupplying a prime coat bitumen using 36 mm departmental broken stone and compacting with a power roller to get a compacted surface. | 13.22 | cum | 8,138.2 ₹1,07,554.45 | 7,975.43 ₹1,05,403.28 Lowest |
| 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. | 2,283 | sqm | 18.86 ₹43,057.38 | 18.51 ₹42,258.33 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 2,283 | sqm | 280 ₹6,39,240 Lowest | 283.42 ₹6,47,047.86 |
| 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 | 37.5 | cum | 941.83 ₹35,318.63 | 922.99 ₹34,612.13 Lowest |
| 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 | 1.88 | cum | 9,001.46 ₹16,877.74 | 8,821.43 ₹16,540.18 Lowest |
| 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 | 7.5 | cum | 10,457.41 ₹78,430.58 | 10,248.26 ₹76,861.95 Lowest |
| 1.01 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 19.12 | cum | 11,100 ₹2,12,287.5 Lowest | 11,179.96 ₹2,13,816.74 |
| 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 | 0.59 | tonne | 1,00,926 ₹59,647.27 | 98,907.59 ₹58,454.39 Lowest |
| 1.01 | OD509969/2025-2026:PVC WHEEP HOLES - Providing weep holes using 75 mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc complete | 10.4 | metre | 20.6 ₹214.24 | 20.18 ₹209.87 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,776
Closing Date
4 Jul 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LIDEW Section Pudur GP
TAR WORK
2026_LSGD_857577_6
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
₹31,776
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 |
|---|---|---|---|---|---|
| 1REETARING AND SIDE KATTU | |||||
| 1.001 | OD509771/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) aftersupplying a prime coat bitumen using 36 mm departmental broken stone and compacting with a power roller to get a compacted surface. | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD509969/2025-2026:PVC WHEEP HOLES - Providing weep holes using 75 mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc complete | - | metre | - | - |
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