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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC | ₹3.2 Cr | L1 | Accepted-AOC AOC Issue |
| 2 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 3 | Rejected-Technical 102 IST FLOOR DEVIKA CHAMBER RDC RAJ NAGAR GHAZIABAD U P | GHAZIABAD | UTTAR PRADESH | 201001 | - | - | Rejected-Technical bidder disqualify |
Tender Value
₹4.2 Cr
EMD Value
₹8.4 L
Closing Date
10 Aug 2023, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Renewal work by PC at Bhujan Chapad Hidam Motor Road in Ranikhet Constituency of District Almora under State Sector (PMGSY one Time Maintenance).
2023_pwd_61039_1
2838/Nivida-01/2023-24 dated 03/07/2023
Open Tender
Civil Works
Item Rate
547 days
Sult
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Ranikhet
₹8.4 L
Almora
29 Jul 2024
20 Jul 2023
10 Aug 2023
20 Jul 2023
10 Aug 2023
28 Jul 2023
27 Jul 2023
Amount
Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
Defect Cutting
Earth work in extra hill side cutting in soil/ ordinary rock /Hard Rock in Hilly Area by mechanical means Without using Dozer as per Plan and L-Section including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
Constuction of R/Wall
Excavation in foundation in all type of soils and rocks including all leads, lifts and disposal of surplus excavated earth as directed by Engineer-in-charge including supply of all materials, labour, T&p etc. required for proper completion of the work.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royalty etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalty etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification
Hand packed stone filling in the back of R/Wall including supply of all material labour T&P etc. required for proper completion of the work direction by Engineer-In-Charge
Pavement Works
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..[Grading of no-3] By Mechanical Means
Providing and laying 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 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 Type B as per Technical Specification Clause 508. By Manual Means With VG-10 grade Bitumen
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical specifications.(including bitumen) By Manual Mean with VG 10 grade Bitumen
Other works
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
Constn. of Parapets with 40 percent plum and 60 percent cement concrete in proportion of 1:2:4 consisting of 1 cement, 2 approved coarse sand and 4 approved stone ballast as per approved drawing including supply of all materials, labour T&P etc. required for proper completion of work.
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)
Construction of embankment material obtained from road way cutting for Patri filling work.
Cleaning of fully choked scupper and catchpit complete as directed by the Engineerin- charge
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