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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Umashankar Singh Rawat 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). | 635.29 | cum | 2,624 ₹16,67,000.96 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. | 53,625 | sqm | 31.2 ₹16,73,100 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 | 33,000 | sqm | 250.64 ₹82,71,120 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 | 20,625 | sqm | 240.76 ₹49,65,675 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) | 53,625 | sqm | 82 ₹43,97,250 Lowest |
| 6.00 | Hill side Drain Clearance (Removal of earth form the choked hill side drain and disposing it on the valley side manually). | 12,400 | Rm | 5.72 ₹70,928 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 | 12,350 | sqm | 22.88 ₹2,82,568 Lowest |
| 8.00 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. | 90.72 | cum | 8,177.5 ₹7,41,862.8 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.2 L
Closing Date
8 Aug 2023, 3:00 pmClosed
S.E. 7th circle PWD Gopeshwar (Chamoli)
7th circle PWD Gopeshwar (Chamoli)
Renewal work by PC in Tharali-Dewal-Mundoli-Wan motor road (SH) under Annual Repair 2023-24 (Km 11,16,17,18,19,20,25,31,32,33,34,35,37)
2023_pwd_60541_1
3209/15yata-7/2023 Dated 27/06/2023
Open Tender
Civil Works - Roads
Item Rate
270 days
Tharali
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
E.E. C.D. P.W.D.Tharali (Chamoli)
₹4.2 L
7th circle PWD Gopeshwar (Chamoli)
23 Aug 2023
6 Jul 2023
8 Aug 2023
6 Jul 2023
8 Aug 2023
21 Jul 2023
20 Jul 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 Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
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