BRR : 3337994
Tender Brief : Annual Plan-Ajanur Gp Sub Station Pulayanadukam Road Retarring-70 / 23-24-General Civil Work; 1 Sub Station Pulayanadukam Road Retarring 2 3.2:Preparation Of Foundation For Embankment
Scarifying Existing Bituminous Surface To A Depth Of 150 Mm By Mechanical Means
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 75.5.5.B.2Pb:Modified Penetration Macadam 75 Mm Thick Using Bitumen S-65 - Packed Bitumen Rates
Construction Of Penet... Read More
Scarifying Existing Bituminous Surface To A Depth Of 150 Mm By Mechanical Means
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 75.5.5.B.2Pb:Modified Penetration Macadam 75 Mm Thick Using Bitumen S-65 - Packed Bitumen Rates
Construction Of Penet... Read More
Tender Value
₹
2,53,640
Contract Value
₹ 2,49,074
Saving / Difference
₹ 4,566
▲
Submission Date
11-12-2023
Contract Date
11-04-2024
Completion Date
180 days
Participated Bidder List
2 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | 2,49,074 | L1 | |||
| 2 | cnet-technologies | Bid Analytics | 2,74,080.66 | L2 |
Work Detail
annual plan-ajanur gp sub station pulayanadukam road retarring-70 / 23-24-general civil work; 1 sub station pulayanadukam road retarring 2 3.2:preparation of foundation for embankment
scarifying existing bituminous surface to a depth of 150 mm by mechanical means
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 75.5.5.b.2pb:modified penetration macadam 75 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. 4 4.9:wet mix macadam
providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer ( pug mill ) , carriage of mixed material by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406.
by mechanical means with 1 km lead 5 75.5.1.1pb:prime coat - low porosity - with packed bitumen rates
providing and applying primer coat with bitumen emulsion ( ss-1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg / sqm using mechanical means as per technical specification clause 502 6 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 7 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. 8 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 )
scarifying existing bituminous surface to a depth of 150 mm by mechanical means
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 75.5.5.b.2pb:modified penetration macadam 75 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. 4 4.9:wet mix macadam
providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer ( pug mill ) , carriage of mixed material by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406.
by mechanical means with 1 km lead 5 75.5.1.1pb:prime coat - low porosity - with packed bitumen rates
providing and applying primer coat with bitumen emulsion ( ss-1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg / sqm using mechanical means as per technical specification clause 502 6 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 7 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. 8 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 )
View Original Notice/Document
Result Documents
Tender Documents
| Download | File Name | File Description |
|---|---|---|
| Download | AFFI70 | Tender Documents |
| Download | BOQ_948023 | Tender Documents |
| Download | FOT70 | Tender Documents |
| Download | PRIL70 | Tender Documents |
| Download | SBD70 | Tender Documents |
| Download | 916c96b1-c2a0-4b10-be86-bba2d2646921 | Tender Documents |
| Download | Tendernotice_1 | Tender Documents |
| Download | Tendernotice_2 | Tender Documents |
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✦ ✦ ✦
Awarded Bidder(s)
1
cnet-technologies
Rank : L1 (Lowest)
Bid Amount :
₹
1,00,00,000
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