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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.6 L+₹2,535.49 (0.46%)Admitted-Fee/PreQual/Technical/Finance | ₹5.6 L+₹2,535.49 (0.46%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | S VIKRAMAN NAIR L2 | SEETHI A M L1 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 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. | 153 | sqm | 18 ₹2,754 | 17.91 ₹2,740.23 Lowest |
| 1.00 | OD40929/2026-2027:Filling with quarry muck-Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and CONSOLIDATION BY RAMMING, etc complete (Derived from DAR 51.2.3) | 1.8 | cum | 2,049.52 ₹3,689.14 | 2,040.2 ₹3,672.36 Lowest |
| 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) | 18 | cum | 10,753.9 ₹1,93,570.2 | 10,705.02 ₹1,92,690.36 Lowest |
| 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) | 2.09 | cum | 10,329.97 ₹21,620.63 | 10,283.01 ₹21,522.34 Lowest |
| 1.00 | 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) | 0.45 | cum | 9,891.59 ₹4,451.22 | 9,846.62 ₹4,430.98 Lowest |
| 1.01 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 67.7 | sqm | 348.68 ₹23,605.64 | 347.09 ₹23,497.99 Lowest |
| 1.01 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 880 | sqm | 15.33 ₹13,490.4 | 15.26 ₹13,428.8 Lowest |
| 1.01 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 880 | sqm | 327.8 ₹2,88,464 | 326.31 ₹2,87,152.8 Lowest |
| 1.01 | OD9314/2026-2027:Supplying and fixing information board 75x60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of engineer in charge(MORD) | 1 | no | 5,747.5 ₹5,747.5 | 5,721.38 ₹5,721.38 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,681
Closing Date
14 Aug 2026, 5:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER LID EW POOVACHAL G P
Annual Plan-Poovachal GP-Project no 59/2026-27-RENOVATION OF PEZHUMMOODU LAKSHAMVEEDU ROAD IN WARD 4-General Civil Work
2026_LSGD_863420_12
01/AE/LIDEW/PVL/202627
Open Tender
Civil Works - Roads
Item Wise
POOVACHAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,681
Yes
19 Aug 2026
5 Aug 2026
19 Aug 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD40929/2026-2027:Filling with quarry muck-Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and CONSOLIDATION BY RAMMING, etc complete (Derived from DAR 51.2.3) | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 1.007 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.008 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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 | - | - |
| 1.009 | OD9314/2026-2027:Supplying and fixing information board 75x60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of engineer in charge(MORD) | - | no | - | - |
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