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| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction, including cost of all material, labour and T&P etc. required for proper completion of the work. |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and isposal of top organic soil not exceeding 150 mm in thickness. |
| 3 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction, including cost of all material, labour and T&P etc. required for proper completion of the work. |
| 4 | Providing concrete Nominal mix 1:2:4 for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, including cost of all material, labour and T&P etc. required for proper completion of the work. |
| 5 | Providing Plain/R.C.C grade M25 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, including cost of all material, labour and T&P etc. required for proper completion of the work. |
| 6 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). |
| 7 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 8 | Engaging & operation of one no. wheel type excavator cum loader machine (preferably JCB/L&T/BEML etc) having capacity 75 BHP with one operator and one helper or skid steer loader Bob cat (height not more than 2.0 m) having capacity 75 BHP with one operator and one helper including cost of fuel lubricants and repair maintenance etc. for removal of slip / landslide/ excavation in dry and wet condition, complete in all respect as per direction of I/C. Payment for engaging excavator cum loader shall be made only for actual working hours at site, no idle charges shall be paid. If machine is trapped in slip / earth, contractor shall make its own arrangement to haul the machine, for which no extra payment shall be made to contractor, and also machine shall be considered in idle condition. Cost of mobilization & demobilization from site shall be borne by contractor. |
| 9 | Engaging & operation of one tractor along with one driver and one helper & trolley having hydraulic jack arrangement. Including cost of fuel lubricants and repair maintenance etc. for removal of slip / landslide/ excavation in dry and wet condition, complete in all respect as per direction of I/C. Capacity of tractor must be not less than 45 BHP, and loading capacity of trolley must not be less than 2.25 cum. Payment for engaging Tractor with trolley shall be made only for actual working hours at site, no idle charges shall be paid. If tractor is trapped in slip / earth, contractor shall make its own arrangement to haul it, for which no extra payment shall be made to contractor, and also tractor shall be considered in idle condition. Cost of mobilization & demobilization from site shall be borne by contractor. |
| 10 | Supply unskilled labour for full day as per requirement for attending miscellaneous works as per direction of the Engineer-In-Charge for proper completion of the work. |
| 11 | Providing and laying of Empty Cement Bags (Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work. |
| 12 | Removal of sand/RBM filled EC bags used for making bundha after completion of the work and its proper disposal including all labour material T&P etc as per direction of E/I required for proper completion of work. |
| 13 | Cutting of Trees including Cutting of Trunks,Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts Lead upto 100 m. Girth above 300 mm to 600 mm. |
| 14 | Cutting of Trees including Cutting of Trunks,Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts Lead upto 100 m. Girth above 600 mm to 900 mm. |
| 15 | Providing and laying reinforced cement concrete R.C.C M 30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. 1. Quantity of cement considered for various components of the superstructure is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly quantity for corase and fine aggregates considered is for estimating purpose and the exact quantity shall be as per the mix design use including design mix, all labour, material and T&P required for proper completion of work as per the direction of Engineer I/C. |
| 16 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. |
| 17 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in cement concrete slabs or blocks to introduce steel bars for anchoring including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge, to complete the work in all respect. |
| 18 | Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 19 | Engaging & operation of one no. Pokeland machine having capacity 200/210 (L&T, Tata Hitachi etc.) with one operator including cost of fuel, lubricants and repair maintenance etc.Payment for engaging excavator cum loader shall be made only for actual working hours at site no idle charges shall be paid, If machine is trapped in slip/ earth, contractor shall make its own arrangment to haul the machine, for which no extra payment shall be made to contractor and shall be considered in idle condition, cost of mobilization & demobilization from site shall be borne by contractor. |
| 20 | Engaging & operation of one no. 33 KVA Generator including cost of fuel lubricants and repair maintenance etc. complete in all respect for the proper completion of work as per direction of I/C. Payment shall be made only for actual working hours at site, no idle charges shall be paid. If Generator becomes fautly then contractor shall make its own arrangement to replace the faulty generator with a working generator, for which no extra payment shall be made to contractor. Cost of mobilization & demobilization from site shall be borne by contractor. Please Enable Macros to View BoQ information |
