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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre) in depth, 1.5 m (One point five metre) in width as well as 10 sqm (ten Square Metre) on plan) in all kinds of soil including getting out and disposal of excavated earth all lead and lift as directed by Engineer-in-charge and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per the directions of the Engineer-in-Charge. Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(i) 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 6 | Square rubble masonary coursed with hard stones of approved quality in foundation and plinth in Retaining walls/Breast walls in cement mortor 1:6 (1 cement :6 sand) including rakingout joints in:- Including carriage of material within all leads and lifts as per direction of Engineer-in-charge.(i) Cement mortar 1:6 (1 cement : 6 coarse sand)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete all level.(i) Tor steel including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 8 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 in Granular materials including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 9 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of materials within all leads and lifts as per direction of Engineer-in-charge. |
| 10 | Supply and installation of ETA certified high tensile steel wire mesh of minimum longitudinal strength 150 kN/m, coated with 150 gsm Galfan (95Zn 5AI), max opening 100 mm in horizontal direction and 150 mm in vertical direction, along with secondary erosion control PP/ HDPE mat, 400 gsm density complete with all accessories like boundary ropes, connection clips, press claws and other connecting elements as directed by Engineer- in-charge. |
| 11 | Providing and fixing of self drilling anchor of 38 mm dia, Yield load>400kN, nut washer plate 200 x 200 x 10 mm size, coupler for connecting bars, and full length grouting with admixture including all ancillary works for surface anchoring including all ancilarry materials, machinery, labour, etc complete, including carriage of materials within all leads and lifts as per direction of Engineer-in-charge. |
| 12 | Drilling and installing of 90 mm outer dia. perforated PVC pipe (lined with Non- Woven Geotextile) complete including carriage of materials within all lifts and leads as per direction of Engineer-in-charge. |
| 13 | Providing and applying 50mm thick wet mix shotcrete (sprayed concrete) for slope stabilization/ rock support, comprising cement, sand and graded aggregates, including application of bonding agent, using an air compressor and concrete pump, including curing, scaffolding and trimming of surface, all complete as per technical specifications, clause 700/800 and as directed by the Engineer-in-charge, including carriage of materials within all leads and lifts. Please Enable Macros to View BoQ information |
