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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC 13 312J ETMS BUILDING THALAPPARA P O MALAPPURAM DISTRICT | KANNUR | KERALA | 670612 | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 Rejected |
| Sl No | Description | Qty | Unit | JAFER SADIQUE L2 | UTECHCONSTRUCTIONS LLP L1 |
|---|---|---|---|---|---|
| 1.00RETARING: | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 33.25 | sqm | 360 ₹11,970 | 358 ₹11,903.5 Lowest |
| 1.00 | 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. | 67.5 | sqm | 300 ₹20,250 | 275 ₹18,562.5 Lowest |
| 1.00 | 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. | 678 | sqm | 15 ₹10,170 | 13 ₹8,814 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 678 | sqm | 285 ₹1,93,230 | 245 ₹1,66,110 Lowest |
| 2.00BERM INERLOCKING: | |||||
| 2.00 | OD424291/2024-2025:[OD From 51.2.3] Filling with quarry muck
Filling up low laying and water logged areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade | 51.98 | cum | 1,200 ₹62,376 | 941 ₹48,913.18 Lowest |
| 2.00 | OD424289/2024-2025:[OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504. | 519.8 | sqm | 980 ₹5,09,404 | 969 ₹5,03,686.2 Lowest |
| 2.00 | OD424295/2024-2025:[OD from MoRD 75.8.1- without formwork] Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 10.99 | cum | 8,700 ₹95,656.5 | 8,000 ₹87,960 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,175
Closing Date
17 Feb 2025, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID and EW Section, Mangalam Grama Panchayath
Annual Plan-2024-25, MANGALAM GP RENOVATION OF COASTAL AREA ROAD IN WARD 01-PROJECT NO. M 116/24-25-General Civil Work
2025_LSGD_735143_6
AE/LID AND EW/MGLM/ETNDR/04/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Mangalam GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,175
Yes
13 Jul 2026
10 Feb 2025
19 Feb 2025
10 Feb 2025
17 Feb 2025
10 Feb 2025
Amount
RETARING:
5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
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.
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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
BERM INERLOCKING:
OD424291/2024-2025:[OD From 51.2.3] Filling with quarry muck Filling up low laying and water logged areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade
OD424289/2024-2025:[OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
OD424295/2024-2025:[OD from MoRD 75.8.1- without formwork] Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
JAFER SADIQUE (BID ID -2112529)
Bidder Name
JAFER SADIQUE
UTECHCONSTRUCTIONS LLP
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