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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | 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 : 8 graded stone aggregate 40 mm nominal size). |
| 3 | Providing and laying in position specified grade of Reinforced cement concrete work l, excluding the cost of centering, shuttering finishing and reinforcement All work up to plinth level with 1:1.5:3 (1cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size. |
| 4 | Reinforced cement concrete work in walls,( in all thickness), including attached plister,buttress, plinth and string coarse, fillets,columns,pillers,piers, abutments,post and struts// etc. upto floor five level, excluding the cost of centering, shuttering fibnishing and reinforcement 1:1.5:3 (1cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size. |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 8 | Centering and shuttering including strutting propping etc.and removal of form for column |
| 9 | Providing and laying in position specified grade of plain cement concrete work l, excluding the cost of centering, shuttering fibnishing and reinforcement All work up to plinth level with 1:1.5:3 (1cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 11 | Supplying and filling of stone dust /filler at desired place as per instruction of E-I-C |
| 12 | Construction of embankment with approved material having CBR > 7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.and as per relevent cluses of section -300. |
| 13 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. |
| 14 | 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,laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect (MPPWD Road2017 ,it. No.6.1) |
| 15 | Providing and laying cement concrete for plain concrete/reinforced concrete i/c. form work, shuttering complete in as per drawing and specification.(for village roads) P.C.C M-25( Analysis as per standard analysis book for road work-12.8.B-P/336) |
| 16 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes. |
| 17 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes. |
| 18 | Steel reinforcement for RCC work including stacking,cuttting, bending placing in position and binding all complet. Thermo mechaniocally treated bars. |
| 19 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with. Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 20 | Providing and fixing GI pipe in hand rail of 50mm dia as per instruction of E-I-C |
| 21 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
