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1 2.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. 2.1.1 All kinds of soil. 100 sqm 2025.00 722.70 14635 2 2.35 Earthwork in rough excavation by any means and banking/filling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers etc. and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressingh up, in embankments for roads, flood banks, marginal bank and guide banks or filling up ground depression within campus, lead upto 50 m and all lift. 2.35.1 All kinds of soil. cum 7.92 117.00 927 3 2.6 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil. cum 447.47 116.10 51951 4 2.7 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. 2.7.1 Ordinary rock cum 45.98 182.70 8401 5 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) 2.26.1 All kinds of soil. cum 68.96 27.00 1862 2.26.2 Ordinary or hard rock. cum 45.98 47.70 2193 6 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M 15 - Grade concrete cum 10.61 3962.70 42044 4.1.2.2 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) cum 66.71 3427.20 228629 7 5.44 RCC with Shuttering Providing and laying/erecting design mix in situ or precast or combination of in situ and precast cement concrete of weight batching and machine mixing at site/yard/RMC plant including transportation to any lead by any means such as bucket, hoist, pump, crane, hydra etc. i/c cost of all materials such as admixture/plasticizer to achieve designed retarded/accelerate setting time and suitable workability, centering, shuttering. strutting, compacting, vibrating vaccu dewatering, curing by any means such as water , steam curring compound etc. complete but excluding cost of reinforcement, as per direction of Engineer-in-charge. All work in compliance to relevent IS code and CPWD spicifications only. (Note: Design mix shall have minimum cement content shall be 325 kg/cum for M-20. 330 Kg/cum for M-25. 340 Kg/cum for M-30. 360 Kg/cum for M-40 and no extra payment for use of extra quantity of cement in design mix shall be made) 5.44.1 All work up to plinth level (footing raft, pedstal, RCC drain, RCC retaining wall, RCC abutment, RCC piers, Plinth beam, grade slab, curtain wall, poles, RCC barrier etc, 5.44.1.1 M-20 cum 140.96 5000.00 704800 5.44.2 Above plinth upto Floor two level walls (any thickness,) columns, pillars, piers, posts and struts etc. 5.44.2.1 M-20 cum 31.75 5270.00 167323 5.44.3 Suspended floors, roofs, having slope of any degree, landing, balconies, access platform. Floor, beam, girders, bressumers and cantilerers, shelves, chajjas, lintel, bands, staircases and spiral stair case, coffer slab. 5.44.3.1 M-20 cum 164.14 5390.00 884715 CIVIL WORK Nit Schedule Of Item For Construction Of Higher Secondary School Building At TAI , Tahsil Pawai, Distt. PANNA M.P. PAC 84.77 Lakh S.No. Item No. Description of item Unit Tol. Qty. Rate Amount 8 5.16 Reinforce

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