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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC 13 312J ETMS BUILDING THALAPPARA P O MALAPPURAM DISTRICT | KANNUR | KERALA | 670612 | L1 | Accepted-AOC L1 | |
| 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) | 46.5 | sqm | 400 ₹18,600 | 358 ₹16,647 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. | 92.88 | sqm | 300 ₹27,864 | 275 ₹25,542 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. | 930 | sqm | 15 ₹13,950 | 13 ₹12,090 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) | 930 | sqm | 260 ₹2,41,800 | 245 ₹2,27,850 Lowest |
| 2.00BERM CONCRETING: | |||||
| 2.00 | OD431470/2024-2025:[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 | 29.2 | cum | 1,100 ₹32,120 | 940 ₹27,448 Lowest |
| 2.00 | OD431471/2024-2025:[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) | 35.04 | cum | 8,050 ₹2,82,072 | 8,030 ₹2,81,371.2 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,795
Closing Date
13 Mar 2025, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID and EW Section, Mangalam Grama Panchayath
Annual Plan-2024-25, MANGALAM GP RASAK HAJI SMARAKA ROAD IN WARD 06- PROJECT NO. M 64/24-25-General Civil Work
2025_LSGD_746341_3
AE/LID AND EW/MGLM/TDR/06/2024-25
Open Tender
Civil Works - Roads
Item Wise
180 days
Mangalam GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,795
Yes
13 Jul 2026
6 Mar 2025
15 Mar 2025
6 Mar 2025
13 Mar 2025
6 Mar 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 CONCRETING:
OD431470/2024-2025:[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
OD431471/2024-2025:[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 -2153213)
Bidder Name
JAFER SADIQUE
UTECHCONSTRUCTIONS LLP
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