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| 1 | Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300 (Analysis as per standard analysis book for road work-3.6-P/52) |
| 2 | Granular Sub Base as per Table 400-1. Construction of Granular Sub Base by providing Close Graded matterial carriege of mixed matterial to work site spreading in uniform layer with motor Grader on prepared surface watering rolling and Compacting with vibratory power roller at OMC to achieve the desired density complete as per clouse 401. A Plant Mix Method (with Mechanically crushed stone Only) for grading-III Material. |
| 3 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, finishing and curing as per clause 601 of specification complete in all respect (MPPWD Road2017 ,it. No.6.1) |
| 4 | Providing and laying cement concrete for plain concrete/reinforced concrete i/c. form work, shuttering complete in as per drawing and specification by mix prepared in batching and mixing plant and transported to site with transit mixer and laying with concrete pump.(for village roads) P.C.C M-25( Analysis as per standard analysis book for road work-12.8.B-P/336) |
| 5 | 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 - All kinds of soil |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) :8 graded stone aggregate 40 mm nominal size) |
| 7 | 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): 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.) |
| 12 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
