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| Tender ID | 4856990 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Under The State Plan (s.c.s.p.) Surface Improvement And Reconstruction Work , Conversion Of Lvr Mukudiya Loogarh Patrani In To Motor Road In Bhimtal Assembly Constituency Of Nainital District. |
| Last Date For Submission | 4th Aug, 2026 |
| Opening Date | 05 Aug, 2026 |
| Document Cost | 5900.00 |
|---|---|
| EMD | 430000.00 |
| Estimated Cost | 0.00 |
| City | Nainital |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone oulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG | 506.25 | Cum. |
| 2 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 3743.99 | Cum. |
| 3 | Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation in Soil using Hydraulic Excavator and Tippers with disposal uptov 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with quirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 257.07 | Cum. |
| 4 | Earthwork in Hill Road (Hill Side Cutting) Excavation in soil in Hilly Area Ordinary Rock and hard rock requiring blasting by mechanical means Excavation in soil and in Hilly Area by mechanical means Without useinng Dozer and not 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 | 1 | L/S |
| 5 | Setting Out (Construction of Reference Pillars, Back Pillars and Job Pillars) Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications. | 90.00 | No. |
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