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| 1 | Earth work in excavation in ordinary or soft rock (where blasting is not needed (vide classification of soil item –C) with initial lead 30 M and lift of 1.5Mincluding dressing making the sides in proper grade etc. all complete as per specification and direction of E/I .(WRD SOR july 2022 7.1.13.2 page 133) |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. With Grading-IlI Material (I. No.- 4.1B (III) of RCD) |
| 3 | Providing clean coarse sand filling in road sub base -do- -do- all complete as per specification & direction of E/I. (I. No.- 5.3.1.1 of BCD) |
| 4 | Earthwork in filling in foundation treanches and back filling of structure in layers not exceeding 150.00mm thick well watered rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation treanches and placed in suitable profile within the lead of 30.00 M and lift of 1.5m copmlete job as per specification and direction of E/I.(WRD SOR 2022/7.1.31/Page 136)shoulder filling |
| 5 | Providing shuttering,including strutting ,proping etc. and its removal after use in foundation work as per specifiaction an ddirection of E/I. (5.3.17/page 110/WRD 2022) |
| 6 | Providing coarse clan local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)(I. No.- 5.1.10 of BCD) |
| 7 | Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:3:6(1cement :3coarse sand (zone-III):6graded stone aggregate 20mm nominal size) (I. No.- 5.3.1.4 of BCD) |
| 8 | Providing and laying plain cement concrete in retaining wall, return wall s(any thickness) including attached Pilaster, columns ,piers ,abutments ,pillars, postsand struts,butress.string or lacing courses,parapet ,coping ,bed blocks ,anchor blocks ,plain window sills,fillets,sunken floorupto floor five level excluding the cost of shutering and finishing :-(1:1.5:3(1cement :1.5coarse sand (zone-III):3graded stone aggregate 40mm nominal size)1:1.5:3 etc (I. No.- 5.3.2.1 of BCD) |
| 9 | 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). (I. No.- 5.3.11 of BCD) |
| 10 | Providing tor Steel reinforcement of 8mm,10mm,12mm&16mm dia bars as per approved design and drawing --do--E/I. (8 mm dia. Bar)(I. No.- 5.5.4 of BCD) |
| 11 | Providing tor steel reinforcement of 8mm,10mm,12mm&16mm dia bars as per approved design and drawing as per E/I. (10 mm dia. Bar)(I. No.- 5.5.5.a of BCD) |
| 12 | Providing tor steel reinforcement of 8mm,10mm,12mm&16mm dia bars as per approved design and drawing as per E/I. (12, 16, 20 mm dia. Bar)(I. No.- 5.5.5.b of BCD) |
| 13 | Centring and shuttering including strutting ,proping etc and removal of form for foundation ,footing ,bases of columns ,etc for mass concrete(I. No.- 5.3.17.1 of BCD) |
| 14 | E/W in filling foundation treaches and back filling ofcomplete job as per specification and direction of I/E.(I. No.- 5.1.7 of BCD) |
| 15 | Carriage of Materials :- (i) Cement |
| 16 | (ii) Sand |
| 17 | (iii) Stone Chips |
| 18 | (iv) Steel |
| 19 | Add. 18% GST |
| 20 | Add. 1% Labour Cess |
