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| Tender ID | 3933914 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Providing And Erecting W Metal Beam, Parapet In Km 0/00 To 9/090, Wbm Gsb, G-ii And G-iii In Km 8/400 To 8/550) Providing Metalling And Tarring In Km 8/400 To 8/550, Providing And Laying Wbm G-iii For Correction Layer And Repair Of Pot Holes In Km 0/ |
| Last Date For Submission | 16th Apr, 2026 |
| Opening Date | 16 Apr, 2026 |
| Document Cost | 2000.00 |
|---|---|
| EMD | 50200.00 |
| Estimated Cost | 2510606.00 |
| City | Mandi |
|---|---|
| State | Himachal Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner filling of unevenness blind edge and finishing of the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge. | 37.50 | Per cubic metre |
| 2 | Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:2:4 (one cement: two sand: four graded, crushed stone aggregate 20mm (twenty octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge. | 37.50 | Per cubic metre |
| 3 | Providing and erecting a "W" Metal Beam Crash Barrier comprising of 3mm (three millimetre) thick corrugated sheet metal beam guard rail 70cm (seventy centimetre) above road/ ground level fixed on ISMC series channel vertical posts 150x75x5mm thick (one hundred fifty into seventy five into five millimetre) spaced 2.00 (two point zero zero) metre centre to centre 1.80 metre (one point eight zero) high 1.10 metre (one point one zero) below ground/ road level all steel parts and fitments to be galvanised by hot deep process, all fittings to confirm to IS: 1364, metal beam guard rail to be fixed on the vertical posts with a spacer of channel section 150x75x5mm (one hundred fifty into seventy five into five millimetre), 330mm (three hundred thirty millimetre) long complete as per clause 810 within all leads, lifts carriage of material and other incidentals as per direction and satisfaction of Engineer-in-Charge. | 200.00 | Per Running Metre |
| 4 | Construction of Parapets with cement concrete 1:5:10 (one cement : five sand : ten graded, crushed stone aggregate 40mm (forty millimeter) nominal size) mechanically mixed with 15% (fifteen percent) plums, size of plum should be 150mm to 300mm ( one hundred fifty to three hundred millimetre) and curing complete including cost of excavation work and form work with steel plates as per standard drawing and HP.PWD. specifications complete including carriage of materials within all leads, lifts and other incidentals as per direction of Engineer-in-Charge. | 86.00 | Per square metre |
| 5 | Consolidation of sub grade with road roller including making good the undulation etcetra with earth or quarry soil etcetra and rerolling the sub grade complete as per HP.PWD Specifications specifications within all leads, lifts, carriage of material and other incidentals charges complete in all respect as per direction of Engineer-in-Charge. | 28.35 | Per cubic metre |
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