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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹59,945Accepted-AOC | l1 | Accepted-AOC accepted | |
| 2 | l2₹63,541+₹3,596 (6.00%)Rejected-Finance | l2 | Rejected-Finance highest bidder |
| Sl No | Description | Qty | Unit | A M Yousaf L1 | Ashraf ali L2 |
|---|---|---|---|---|---|
| 1.00Tarring | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 6.15 | cum | 391.87 ₹2,410 Lowest | 500 ₹3,075 |
| 1.00 | OD540131/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace
method normal. Construction of granular sub-base by providing local materialspreading in
uniform layers manually mixing by mix in place method andcompacting with with rammers to
achieve the desired density complete as per Clause401.4 as per Technical Specification Clause
408.(ii) Using Gravel mix soil | 2.46 | cum | 2,093.27 ₹5,149.44 Lowest | 3,000 ₹7,380 |
| 1.00 | 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) | 3.69 | cum | 9,080.24 ₹33,506.09 | 9,000 ₹33,210 Lowest |
| 1.00 | OD523887/2024-2025: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 brocken stone and compacting with power roller to get a compact surface | 0.64 | cum | 7,780.59 ₹4,979.58 Lowest | 7,900 ₹5,056 |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 41 | sqm | 19 ₹779 Lowest | 20 ₹820 |
| 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) | 41 | sqm | 282 ₹11,562 Lowest | 300 ₹12,300 |
| 1.01 | OD521847/2024-2025:Providing and fixing Name board of size 60x45 cm using 1mm thick MS sheet and 25x25x4mm angle section and fixing in 150cm (120cm above GL and 30cm below GL) overall height (25x25x4mm angle section)post including fixing in 20x20x30cmconcrete block below ground level | 1 | each | 1,559 ₹1,559 Lowest | 1,700 ₹1,700 |
Tender Value
₹54,969
EMD Value
₹1,374
Closing Date
22 Apr 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Asst. Engineer
o/o Asst. Engineer Muthuthala GP LSGD Section
Muthuthala GP 2024-25 Kozhikottiri Urulankunnu Road Punarudharanam ward-5 pro.No.270/25
2025_LSGD_758800_10
Muthuthala Gp 2024-25 Erukkumpuram Road Punarudharanam Pro no.288/25
Open Tender
Civil Works - Roads
Item Rate
180 days
Muthuthala GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹1,374
Yes
7 Oct 2025
8 Apr 2025
23 Apr 2025
8 Apr 2025
22 Apr 2025
8 Apr 2025
Amount
Tarring
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD540131/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil
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)
OD523887/2024-2025: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 brocken stone and compacting with power roller to get a compact surface
75.5.2.2pb: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 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 <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)
OD521847/2024-2025:Providing and fixing Name board of size 60x45 cm using 1mm thick MS sheet and 25x25x4mm angle section and fixing in 150cm (120cm above GL and 30cm below GL) overall height (25x25x4mm angle section)post including fixing in 20x20x30cmconcrete block below ground level
Ashraf ali (BID ID -2199658)
Bidder Name
Ashraf ali
A M Yousaf
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1233153.pdf
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