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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | ₹4.2 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MUHAMMED SHAMEER L2 | NIZAR P L1 |
|---|---|---|---|---|---|
| 1.00Road Tarring and Retarring | |||||
| 1.00 | OD359973/2025-2026:
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. | 2.3 | cum | 8,180 ₹18,822.18 | 8,138 ₹18,725.54 |
| 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. | 420 | sqm | 20 ₹8,400 | 18.89 ₹7,933.80 |
| 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) | 420 | sqm | 298 ₹1.3 L | 289 ₹1.2 L |
| 2.00ROAD CONCRETE | |||||
| 2.00 | OD387687/2025-2026: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 1.5 m in all kinds of soil | 152.5 | sqm | 40 ₹6,100 | 36.75 ₹5,604.38 |
| 2.00 | OD387688/2025-2026: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 | 15.25 | cum | 3,170 ₹48,342.50 | 3,150 ₹48,037.50 |
| 2.00 | 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) | 22.88 | cum | 9,582 ₹2.2 L | 9,563 ₹2.2 L |
| 2.00 | OD397241/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade - Item derived from data .DAR 51.2.3 | 3 | cum | 958 ₹2,874 | 947 ₹2,841 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
7 Mar 2026, 3:00 pmClosed
Assiatant engineer
Assiatant engineer LID EW Subdivision mannarkkadblock punchayath
Annual Plan MANNARKKAD BLOCK P A N C H A Y A T H 2 0 2 5 2 0 2 6 S C KALALAYAMPALLAPPURAM ROAD RE TARRING Pro No 309 2025 26 Thachanattukara Grama Panchayath
2026_LSGD_840443_5
05/2025-26/AE/LID and EW/MKD
Open Tender
Civil Works - Roads
180 days
Mannarkkad block punchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,585
Yes
4 May 2026
26 Feb 2026
10 Mar 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
Road Tarring and Retarring
OD359973/2025-2026: 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.
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.
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)
ROAD CONCRETE
OD387687/2025-2026: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 1.5 m in all kinds of soil
OD387688/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; 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. &lt;br&gt; (i) For Grading I Material
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)
OD397241/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade - Item derived from data .DAR 51.2.3
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