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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | ₹2.4 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rakesh Chandra Bhardwaj L1 |
|---|---|---|---|---|
| 1.00 | 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] (53-22.4 mm size). | 463.1 | cum | 2,611.8 ₹12,09,524.58 Lowest |
| 2.00 | Providing and applying tack coat with bitumen VG -10 distributer at the rate of 0.40 kg per sqm Over dry and hungerous surfaces cleaned with hydraulic broom as per Technical Specification Clause 503. | 61,875 | sqm | 28.68 ₹17,74,575 Lowest |
| 3.00 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 B as per Technical Specification Clause 508. 20 mm thick open graded premix carpet using Bitumen VG 10 | 28,875 | sqm | 225 ₹64,96,875 Lowest |
| 4.00 | 20mm thick Open-Graded Premix Carpet using Bitumen Emulsion 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 B as per Technical Specification using Bitumen Emulsion as per Technical Specification Clause 508.2 | 33,000 | sqm | 216.6 ₹71,47,800 Lowest |
| 5.00 | 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 B as per Technical Specification Clause 510. Seal coat using Bitumen ((VG-10 y Manual Means) | 61,875 | sqm | 74.28 ₹45,96,075 Lowest |
| 6.00 | Hill side Drain Clearance (Removal of earth form the choked hill side drain and disposing it on the valley side manually). | 14,250 | Rm | 4.3 ₹61,275 Lowest |
| 7.00 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 14,250 | sqm | 17.2 ₹2,45,100 Lowest |
| 8.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge.
(As per PWD Uttarakhand specifications) | 171.26 | cum | 1,575.3 ₹2,69,785.88 Lowest |
| 9.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion1:4:8 in foundations and floors including supply of all material, labour and T&P etc.required for proper completion of the work. as per drawings and technical
specifications Clause 802, 803, 1202 & 120 | 16.8 | cum | 5,373.3 ₹90,271.44 Lowest |
| 10.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed) | 29.25 | cum | 7,881.6 ₹2,30,536.8 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.8 L
Closing Date
6 May 2023, 5:00 pmClosed
Superintending Engineer
7th Circle PWD Gopeshwar
Renewal work by PC in Gwaldam-Nandkeshri Motor Road (SH) under Annual Repair 2023-24. (Km. 4 to 18)
2023_pwd_57700_1
2013/30 Yata -07/2023 dated 12/04/2023
Open Tender
Civil Works - Roads
Item Rate
270 days
Block Tharali
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE PWD Tharali
₹4.8 L
7th Circle PWD Gopeshwar
29 May 2023
21 Apr 2023
8 May 2023
21 Apr 2023
6 May 2023
21 Apr 2023
27 Apr 2023
Amount
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] (53-22.4 mm size).
Providing and applying tack coat with bitumen VG -10 distributer at the rate of 0.40 kg per sqm Over dry and hungerous surfaces cleaned with hydraulic broom as per Technical Specification Clause 503.
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 B as per Technical Specification Clause 508. 20 mm thick open graded premix carpet using Bitumen VG 10
20mm thick Open-Graded Premix Carpet using Bitumen Emulsion 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 B as per Technical Specification using Bitumen Emulsion as per Technical Specification Clause 508.2
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 B as per Technical Specification Clause 510. Seal coat using Bitumen ((VG-10 y Manual Means)
Hill side Drain Clearance (Removal of earth form the choked hill side drain and disposing it on the valley side manually).
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion1:4:8 in foundations and floors including supply of all material, labour and T&P etc.required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 120
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed)
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete includingsupply 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 MORDSpecifiction
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