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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹54.9 LAccepted-AOC | ₹54.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹55.1 L+₹20,376.77 (0.37%)Rejected-AOC | ₹55.1 L+₹20,376.77 (0.37%) | 2 | Rejected-AOC L2 |
| 3 | 3₹55.3 L+₹38,686.15 (0.70%)Rejected-AOC | ₹55.3 L+₹38,686.15 (0.70%) | 3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
27 Jun 2024, 3:00 pmClosed
Executive Engineer
EE CD PWD Barkot
Renewal work by PC in Km 1,2,3,4 and 5 Manjeli-Kansola motor road under Annual Maintenance year 2024-25
2024_pwd_71871_1
830/10A Dated 22/05/2024
Open Tender
Repair and Maintenance Works
Item Rate
182 days
Naugaon
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE CD PWD Barkot
₹1.3 L
16 Oct 2024
27 May 2024
27 Jun 2024
27 May 2024
27 Jun 2024
5 Jun 2024
Amount
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 By Mechanical Means
Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-10
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B Bitumen (VG-10
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 Mechanical Means
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
SOBAN SINGH
DEWAN SINGH
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_86257.pdf
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details.html
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