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| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5 m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in |
| 2 | All kinds of soil |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 4 | Providing & Laying cement concrete 1:2:4 (1 cement:2 coarse sand :4 graded granitic: or basaltic stone aggrt. 20 mm nominal size) excluding cost of centering, shuttering and finshing in |
| 5 | All works upto plinth level |
| 6 | In retaining wall, return wall (any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresse, string or |
| 7 | lacing courses, parapets, coping bed blocks, anchor blocks, plain window skilss, fillets etc, upto floor five level. |
| 8 | Centering & shuttering including Strutting, Propping & removal of forms for: |
| 9 | Foundation, Footings,bases per coloumns |
| 10 | Vertical surface such as retaining walls, return walls, Partitions, wall ( II any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like. |
| 11 | Providing and fixing weep holes with rigid PVC make laid in position with a required slope and level while laving pipes of approved the Concrete of Reatining wall, wing wall and earth retqaining structure complete as directed by the Engineer in Charge |
| 12 | 110 mm dia |
| 13 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m on plan including disposal dressing of sides and ramming of bottoms, lift upto surplus excavated sou as directed within a lead of 50 m. All kinds of soil, of excavated earth lead upto 50m and lift upto 10 m disposed earth to be leveled and neatly dressed including providing barricading danger lighting guarding as directed in |
| 14 | All Kinds of soil |
| 15 | Supplying of laterite stone soling of size 100-200 mm size and murrum having P.I value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading watering and consolidation of binding material etc. (measurements shall be considered on finished nem). |
| 16 | Providing and laying 50mm(consolidated thickness full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sqm. grouting with hot bitumen straight run bitumenjor with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with kev aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. |
| 17 | Providing and laying 30 mm thick Bituminious/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings Premixed with bituminious binder at 6.5% by weight of total mix and filler using Antistripping agent transporting the hotmix to work site with all leads and applying a tack coat 1 2.00 kg/10sq.m. with hot bitumen of 80/100 and laying with hydrostatic/hydraulic power linisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MORT&H specifications clause 509 and 503 |
| 18 | a) Antistripping agent @ 0.5% of bitumen content |
| 19 | Supplying and fixing of Precast RCC slabs(factory made, the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration ete. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer-in-charge |
| 20 | Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit-30 T capacity. |
| 21 | Providing and alying 60 mm thick factory made cement concrete interlocking paver block of M30 grade made by heavy duty block making machine with strong vibratory compaction using 3 ton roller and of aprpoved size and design / shape laid in 50 mm thick compacted bed of course sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer. |
| 22 | Additional cost for coloured paver blocks brown Please Enable Macros to View BoQ information |
