Construction Of Dilman Shinaghat Road Km0 / 0 To 4 / 750 Sh Removal Of Formation Deficiency In Between Km2 / 060 To 4 / 600 C / O Retaining Wall At Rd1 / 400 To 1 / 418 1 / 750 To 1 / 761 And Soling In Between Km1 / 970 To 2 / 970
Tender Overview
Project Description
Construction Of Dilman Shinaghat Road Km0 / 0 To 4 / 750 Sh Removal Of Formation Deficiency In Between Km2 / 060 To 4 / 600 C / O Retaining Wall At Rd1 / 400 To 1 / 418 1 / 750 To 1 / 761 And Soling In Between Km1 / 970 To 2 / 970
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in earth work in hilly area in all heights and depths in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock allwork of rock cutting byblasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side,water pollution, etcetra 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, in conformit with the requirement of technical specification for Rural Road.clause 1603.1 and 1603.2 of General conditions for contract to achieve designed formation width including hauling and safe disposal of unsuitable cut materials upto all lead and lifts in specified manneri/c arrangement of dumping site trimming, filling of unevenness, blindageand finishing of the road to specified dimensions or as directed by the Engineer -in -Charge for smooth riding. The recovery for stones,whether useful or not, for 58.48cum (fifty eightpoint foty eight ) in all cases, @ rupees 170/- only(Rupees one hundred seventy only) per cubic meter shall be effected on pro- rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall compensated by him in all cases. |
| 2 | Earth work in excavations for structure as per drawing and technical specifications clause 305.1 (Clause ThreeHundred Five point One) including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materialin all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge. |
| 3 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as par drawings and technical specifications C- 802, 803, 1202 & 1203(Clause - Eight hundred Two, Eight hundred Three, One thousand Two hundred Two and One thousand Two hundred Three)1:4:8. (One Cement : Four Sand : Eight graded stone) aggregate 25 mm nominal size and curing complete including the cost of form work and carriage of all labour equipments and materials to various locations through all modes of transportationsin all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge. |
| 4 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (One Hundred ) dia AC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7(Clause - Six hundred Fourteen, Seven hundred Nine, One thousand Two hundred Four point Three point Seven) ),including hauling /carriage of all labour equipments and materials to various locations through all modes of transportationsin all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge |
| 5 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ingranular material and as per direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge. |
| 6 | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embankment construction as per technical specification clause 301.4as per H.P.PWD. specsification, including carriage of all labour, equipments and materialsto various locationthrough all modes of transportation in all leads and lifts including all incidental charges. |
| 7 | Providing and laying Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification 100mm spread thickness (finished work including materials and labour)as per H.P.PWD. specsification, including carriage of all labour, equipments and materialsto various locationthrough all modes of transportation in all leads and lifts including all incidental charges. |
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