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Tender Value
₹1.3 Cr
EMD Value
₹3.1 L
Closing Date
13 Apr 2026, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Renewal by PC under Annual Maintenance Year 2026-27 in 1 to 10 Km. of Dangoli Sailani Darimkhet Harbad Pandrapali Balighat Dofar Dharmghar Kotmanya Pakhu Thal Sathsiling Motor Road.
2026_pwd_93664_1
1079/Nivida-01/2025-26 Dated 27-3-2026
Open Tender
Civil Works
Item Rate
120 days
Bageshwar
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Bageshwar
₹3.1 L
Almora
28 Mar 2026
28 Mar 2026
13 Apr 2026
28 Mar 2026
13 Apr 2026
1 Apr 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | WBM Grading 2
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 2 as per Technical Specification Clause 405. By Manual Means | - | cum | 1 | - |
| - | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 Manual Means | - | cum | 1 | - |
| - | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | - | Sqm | - | - |
| - | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, layingand rollingof open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate seithe rusing penetration grade bitumenor emulsion to required line, gradeand level to serveaswearing courseona 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 coatofeither TypeA or TypeB or TypeC as per Technical Specification Clause 508.Bitumen (VG-10) | - | Sqm | 1 | - |
| - | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingTypeA, Type B and Type C as per Technical Specification Clause 510 | - | Sqm | - | - |
| - | 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 | - | cum | 1 | - |
| - | 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 | - | cum | - | - |
| - | 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) | - | cum | 1 | - |
| - | Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 | - | Sqm | - | - |
| - | Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge. | - | nos | - | - |
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