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| 1 | Supplying empty cement bags & filling with available soil/ OB/ good earth including stiching of bags, transporting the filled bags at required places laying in layers with all lead and lift and materials and labours, tools plants required to complete the job as per the instructions of the EIC. |
| 2 | Cleaning of hume pipes, box culvert by mechanical means/ manual means by excavating accumulated easrth inside the hume pipe and at the mouth of hume pipes etc including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m as directed by the EIC. All kinds of soil |
| 3 | Regular cleaning work during monsoon period and other miscellaneouc civil works such as removal of spillover earth work on CTR road, cleaning of road side berms of CTR road. Cutting of drain to drain off the water from road surface, cleaning of small drains etc. as per instruction of EIC. |
| 4 | Laying & placing RCC hume pipe of 1200 mm dia at different locations with all labours as per instruction of the Engineer-in-charge. ( Labour rate only ). |
| 5 | Laying & placing RCC hume pipe of 900 mm dia. At different locations with all labours as per instruction of the Engineer-in-charge. ( Labour rate only ). |
| 6 | Laying & placing RCC hume pipe of 600 mm dia. At different locations with all labours as per instruction of the Engineer-in-charge. ( Labour rate only ). |
| 7 | Supplying and stacking at site. 63 mm to 45 mm size stone aggregate. ( Payment will be made for the quantity of stack after deduction of 7.50% for voids.) |
| 8 | Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate.( Payment will be made for the quantity of stack after deduction of 7.50% for voids.) |
| 9 | Supplying and stacking at site. 13.20mm to 0.09 mm size stone aggregate. |
| 10 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness in pot holes and depressions of WBM surface, hand picking, applying requisite type of screening / binding material to fill up interstices of coarse aggregate, compacting with mechanical means to the required density including transportation from stock at mine premises at different locations all complete as per the direction of Engineer in charge. |
| 11 | Earth work in excavation by mechanical means in drain / nallah of required size & shape in ordinary soil, soft rock, muddy soil etc. & disposal of excavated earth by levelling & dressing to a lead of 0 to 25 metres from the edge of nallah as per the instruction of the Engineer-in-charge including all lead & lift, hire charges & running cost of all machines, driver, khalasi, chowkidar etc. all complete. |
| 12 | Earth work in excavation by mechanical means in drain / nallah of required size & shape in ordinary soil, soft rock, muddy soil etc. & disposal of excavated earth by levelling & dressing to a lead of 0 to 1.00 KM from the edge of nallah as per the instruction of the Engineer-in-charge including all lead & lift, hire charges & r unning cost of all machines, driver, khalasi, chowkidar etc. all complete. |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 14 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominalsize derived from natural sources). |
| 16 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 17 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and stringcourses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural source |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 21 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 22 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 23 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
