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| 1 | Labour Required For Site Clearance…...do…. |
| 2 | Earth work in excavation in foundation isolated fooung trenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50mtr. Including all lift, leveling. Ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/1 85 % hARD Soil Cutting ..... |
| 3 | 15 % Soft Rock Soil |
| 4 | Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceed 150nim thick with all lead and litt including cost of materials labours royalty and taxes all complete as per building specification and direction 15.1.10) |
| 5 | providing Supplying /laying ( properly as per design and drawing ) rip rap boulder with good quility of boulder duly packed including the cost of materils royalty all taxes etc. But excluding the cost of carriage all complete as per specification & direction of E/I |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Providing radom rubble stone masonary in C.M (1:4) in foundation and plinth with hammer dressing stone of less than .03 m3 in volume and cleaing coarse sand of F.M 2 to 2.5 inclding cost of screening raking ot joins to 20mm depth curing taxes and royalty all complete as per specification and direction of E/I |
| 8 | Providing radom rubble stone masonary in C.M (1:4) in S/S with hammer dressing stone of less than .03 m3 in volume and cleaing coarse sand of F.M 2 to 2.5 inclding cost of screening raking ot joins to 20mm depth curing taxes and royalty all complete as per specification and direction of E/I |
| 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). |
| 10 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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). |
| 11 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete |
| 13 | Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete |
| 14 | Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete |
| 15 | Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. |
| 16 | Weep hole with dry greded stone fillter of 20mm to 40 mm size in about and wring walll |
| 17 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 18 | Providing 25mm thickcement plaster (1:4) with clean coarse sand of F.M 1.5 ncluding screening curing with all lead and left of water scaffolding taxes and royalty all complete job as per Specification and direction E/I |
| 19 | Earthwork inback fillingthetrenches after layingdifferent typesandsiz85% of Excavated Qty. |
| 20 | Earthfillinginfoundationtrenchesand plinth in layers not exceeding150mm thick well watered, rammed, fully compactedandfinedressedwithearth obtained from excavation foundation trencheswithinaleadof50Mandliftof 1.5M all complete as per building specificationanddirectionofE/I (Mode of measurement compacted volume |
| 21 | Providing stone dust filling in foundation trenches to the sub base of road do------- do--------E/I |
| 22 | Add carraige cost of Materials i) Cement Lead 14 km |
| 23 | Sand lead 30 km |
| 24 | Chips lead 18 km |
| 25 | Boulder lead 20 km |
| 26 | Dust lead 18 km |
| 27 | charge |
| 28 | Provding divertion for public foundation and carriage of warking materials |
| 29 | Add cost of Guardwall |
| 30 | Add cost of GST 18 % |
| 31 | add 1 % labour cess |
| 32 | Add cost of S/B and Photo graphy Please Enable Macros to View BoQ information |
