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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.9 L+₹5,991.45 (1.02%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Baseel Latheef N K L2 | loola L1 |
|---|---|---|---|---|---|
| 1.00Road Retarring | |||||
| 1.00 | OD59820/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | 8.62 | cum | 9,500 ₹81,871 | 9,000 ₹77,562 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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. | 1,206 | sqm | 29.11 ₹35,106.66 Lowest | 29.11 ₹35,106.66 Lowest |
| 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) | 1,206 | sqm | 360 ₹4,34,160 Lowest | 360 ₹4,34,160 Lowest |
| 1.00 | OD59841/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil | 11 | sqm | 20 ₹220 Lowest | 20 ₹220 Lowest |
| 1.00 | OD59845/2026-2027:Modified Data 4.1.A.1(MORD 2021)Granular sub-base with well graded material (Table 400.1)(A) by mix in place method . 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, complete as per Technical Specification Clause 401. (i) For grading 1 material. | 1.1 | cum | 2,491 ₹2,740.1 Lowest | 2,491 ₹2,740.1 Lowest |
| 1.01 | 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) | 3.85 | cum | 10,000 ₹38,500 | 9,563 ₹36,817.55 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,819
Closing Date
29 Aug 2026, 6:00 pmClosed
REENA.V
Office of the Assistant Engineer LID EW SECTION KARAKURUSSI GP
Annual Plan-Karakurussi gp 2026-27 pro.no -59/26-27-Kolappakam mundampokku road retaring -General Civil Work
2026_LSGD_865539_21
01/26-27/AE/LSGD/KKSY
Open Tender
Civil Works - Roads
Item Rate
300 days
Karakurussi gp
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,310
Yes
₹14,819
Yes
26 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
29 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Retarring | |||||
| 1.001 | OD59820/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | - | cum | - | - |
| 1.002 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 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 | - | - |
| 1.004 | OD59841/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil | - | sqm | - | - |
| 1.005 | OD59845/2026-2027:Modified Data 4.1.A.1(MORD 2021)Granular sub-base with well graded material (Table 400.1)(A) by mix in place method . 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, complete as per Technical Specification Clause 401. (i) For grading 1 material. | - | cum | - | - |
| 1.006 | 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 | - | - |
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