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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC ANGAMALY MUNICIPALITY ANGAMALY MUNICIPALITY | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.1 L+₹45,137.40 (7.96%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Varghes A P L2 | P.C THOMAS L1 |
|---|---|---|---|---|---|
| 1.00Pandavath Paramb Road, Reethapally Bylane Road Retaring ,Water Tank Bylane Road Bakery Byroad Maintenance Ward 28 (PRO NO:197/2026)-AMC-General Civil Work | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 97.54 | sqm | 311.62 ₹30,395.41 | 288.64 ₹28,153.95 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,500 | sqm | 15.21 ₹22,815 | 14.08 ₹21,120 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) | 1,500 | sqm | 291.45 ₹4,37,175 | 269.96 ₹4,04,940 Lowest |
| 1.00 | OD18285/2025-2026:Providing Plane Cement Concrete for ROAD WORK EXCLUCIVE OF FORMWORK CC 1:2:4 (1 Cement :2 fine aggregate :4 Course aggregate) Laid to required slop and camber in panels (@3m c/c )aas required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc complete .Max size of course aggregate not exceeding 25 mm mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 5.5 | cum | 8,855.67 ₹48,706.19 | 8,202.76 ₹45,115.18 Lowest |
| 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. | 132 | sqm | 15.42 ₹2,035.44 | 14.28 ₹1,884.96 Lowest |
| 1.01 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 13.2 | cum | 66.03 ₹871.6 | 61.16 ₹807.31 Lowest |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 13.2 | cum | 3,214.38 ₹42,429.82 | 2,977.39 ₹39,301.55 Lowest |
| 1.01 | OD93873/2025-2026:Providing and laying DEPARTMENTAL INERLOCKING CONCRETE BLOCK PAVEMENTS using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge | 132 | sqm | 155.16 ₹20,481.12 | 143.72 ₹18,971.04 Lowest |
| 1.01 | 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) | 0.8 | cum | 8,846.82 ₹7,077.46 | 8,194.56 ₹6,555.65 Lowest |
Tender Value
₹6.4 L
EMD Value
₹15,887
Closing Date
29 Jul 2025, 4:00 pmClosed
Prasad V.S
O/O The Asst Ex Engineer,Angamaly Municipality
Annual Plan-ANGAMALY MUNICIPALITY 2025-26 -Pandavath Paramb Road, Reethapally Bylane Road Retaring ,Water Tank Bylane Road Bakery Byroad Maintenance Ward 28 (PRO NO 197/2026)-AMC-General Civil Work
2025_LSGD_778244_7
PW 15579/25
Open Tender
Civil Works - Roads
Item Rate
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,405
Yes
₹15,887
Yes
27 Sept 2025
22 Jul 2025
31 Jul 2025
22 Jul 2025
29 Jul 2025
22 Jul 2025
Amount
Pandavath Paramb Road, Reethapally Bylane Road Retaring ,Water Tank Bylane Road Bakery Byroad Maintenance Ward 28 (PRO NO:197/2026)-AMC-General Civil Work
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
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)
OD18285/2025-2026:Providing Plane Cement Concrete for ROAD WORK EXCLUCIVE OF FORMWORK CC 1:2:4 (1 Cement :2 fine aggregate :4 Course aggregate) Laid to required slop and camber in panels (@3m c/c )aas required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc complete .Max size of course aggregate not exceeding 25 mm mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
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.
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD93873/2025-2026:Providing and laying DEPARTMENTAL INERLOCKING CONCRETE BLOCK PAVEMENTS using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge
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)
Varghes A P (BID ID -2266584)
Bidder Name
Varghes A P
P.C THOMAS
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