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| Tender ID | 5019761 |
|---|---|
| Organisation Name | Ministry Of Road Transport And Highways |
| Tender Brief | Construction Of 2 Lane With Paved Shoulder Of Hamirpur Bypass Of New Nh103 And Nh03 Design Chainage Km 121175 To Km 138295 Design Length 17120 Km In The State Of Himachal Pradesh Under Nh O One Time Improvement Estimate For Strengthening Section I |
| Last Date For Submission | 27th Jul, 2026 |
| Opening Date | 28 Jul, 2026 |
| Document Cost | 20000.00 |
|---|---|
| EMD | 2186500.00 |
| Estimated Cost | 109316540.00 |
| City | Hamirpur(HP) |
|---|---|
| State | Himachal Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | As per description below | ||
| 2 | Excavation in earth work in hillly area in all heights and depths in all kind of soil manual/mechanical means including saturated sol comprising of mixed soil, ordinary rock, and hard rock. All work of rock cutting by blasting shall be carried out by taking all nesessary precautions against soil erosin, damage to hill side, water pollution, etc.and to protect stability of hill side track shall be excavated with chiselling and wedging out of rock (where blasting is prohibited) all earth work in cutting/excavation including rock excavation shall be carried out true to the required line,grades, side slopes, width, camber, super elevation and level as shown on the drawing or as directed by Engineer in Charge in confirm it with the requirement of technical specifications for rural road clauses 1603.1 and 1603.2 of general conditions for contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal and dumping to be arranged by the contractor of unsuitable cut materials in specified manners trimming filling of unevevnness, blindage and finishing of the road to specified diamensions or as directed by the Engineer in Charge for smooth riding The recovery for stones, whether useful or not for 17.63 cum (Seventeen point six three) cubic meter in all cases, @ Rs.350/-(three hundreds and fiftyjonly per cum shall be effected on pro rata basis. Any loss to the public and private property during the course of excavation shall be the abosilute reponsibility of the contractor, which shall have to duly compensated by him in all cases | 240.45 | Per Cubic metre |
| 3 | Earth work in excavation for foundation of structure as per drawing and technical specification clause 305.1 including setting out, costruction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50 metres (fifty metres),dressing of sides and bottam and back filling trenches with excavated suitable material Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. | 8336.81 | Per Cubic metre |
| 4 | Plain Cement Concrete M-15 (M- fifteen) nominal mix in foundation with crushed stone aggregate nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (fourteen days). Form work with steel plates to give a fair finish centring shuttering, strutting propping and removal of the same Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. | 2354.91 | Per Cubic metre |
| 5 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications: Random Rubble Masonry.including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. | 187.50 | Per Cubic metre |
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