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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC Admitted in Tech.evaln. subject to the decision on Fin. Evaln. |
| Sl No | Description | Qty | Unit | JOB.T.J L1 |
|---|---|---|---|---|
| 1.00Kattuvally Temple road Maintanance iun W1 | ||||
| 1.00 | OD411183/2025-2026:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a
Depth of 150 mm by Mechanical Means 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. DSR 2021 | 75 | sqm | 7.8 ₹585 Lowest |
| 1.00 | OD411184/2025-2026:Filling up low lying and water logged areas with local materials or quarrymuck spreading in uniform layers levelling the top at site and consolidation by ramming etc complete for improving CBR value of sub grade | 7.5 | cum | 1,050 ₹7,875 Lowest |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 37.74 | cum | 3,750.64 ₹1,41,549.15 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 420 | sqm | 80 ₹33,600 Lowest |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 420 | sqm | 18.89 ₹7,933.8 Lowest |
| 1.01 | 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) | 420 | sqm | 289.2 ₹1,21,464 Lowest |
| 2.00protection wall | ||||
| 2.00 | 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 | 12.6 | cum | 941.83 ₹11,867.06 Lowest |
| 2.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 36.29 | cum | 6,847.77 ₹2,48,478.18 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,763
Closing Date
1 Aug 2026, 5:00 pmClosed
AE
Assistant Engineer LID EW Panavally Gp
PNLY gp 2025-26 Pro no 271 /26 Kattuvally Temple road Maintanance iun W1
2026_LSGD_844963_2
21(2)/AE/LID EW/PNLY/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
PANAVALLY GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,305
Yes
₹14,763
Yes
30 Sept 2026
24 Jul 2026
4 Aug 2026
24 Jul 2026
1 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Kattuvally Temple road Maintanance iun W1 | |||||
| 1.001 | OD411183/2025-2026:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a
Depth of 150 mm by Mechanical Means 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. DSR 2021 | - | sqm | - | - |
| 1.002 | OD411184/2025-2026:Filling up low lying and water logged areas with local materials or quarrymuck spreading in uniform layers levelling the top at site and consolidation by ramming etc complete for improving CBR value of sub grade | - | cum | - | - |
| 1.003 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.004 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.005 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 2protection wall | |||||
| 2.001 | 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 | 1 | cum | - | - |
| 2.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
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