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| 1 | Eartwork in excavation in foundation trenches in hard soil (vide classification of soil item-A) and disposal of excavation earth as obtained to a distace up to 50m including all lifts levlling ramming the foundation trenches removing roots trees surbs all complete as per approved designed Building specification and direction of E/I |
| 2 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). |
| 3 | Proving coarse clean sand in fillig in foundation trenches or in plinth includding ramming and watering in layes not exceeding 150mm thickwith all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per approved designed Building specification and direction of E/I ( mode of Measurement of compacted volume). |
| 4 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level 1:2:4 (1 cement :2 Coarse sand ( zone-III ) :4 grade stone aggregate 20mm nominal size ) |
| 6 | Providing designation 75B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth curing, taxes and royalty all complete as per building specication and direction of E/I. |
| 7 | 1:1.5:3 (1 cement :1.5 Coarse sand ( zone-III ) : 3 grade stone aggregate 20mm nominal size ) Foundation/Plinth |
| 8 | Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttersses, plinth and string cource, filleets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarce sand (zone-III) : 3 Graded stone aggregate 20 mm nominal size) |
| 9 | Providing 12mm thick cement plaster (1:6) 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/l. |
| 10 | Providing two coats of snowcem of approved shade and make over old surface including washing cleaning and preparing the walls, scaffolding , curing and taxes all complete as per building specification and direction of E/I. |
| 11 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/l. |
| 12 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 13 | Spplying of Fixing angle frame truss with channel all complete job |
| 14 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shapewherever required. |
| 15 | Labour for fabricating, erecting, hoistion and fixing in position structrral steel work in R.S. Joist, channel, Angle, Tee, flat, plate, latice member, built up compound section in column, girder, stair case, or truss including cost of gusset plates, holding down bolts, anchor plates at all heights and depths, bolting, welding ( machining wherever necessary) with applying a priming coat of red lead paint all complete as per approved drawing, building specification and direction of E/I. |
| 16 | Providing Tor steel reinforcement as per approved design and drawing including carriage of Rods (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 complete as per building specification and direction of E/I. |
| 17 | Providing randam rubble stone masonry in CM (1:6) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts, and struts |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels Beams, Plinths Beams, Girders, Bressummers and Cantilevers |
| 21 | Carriage of MaterialsCement |
| 22 | Stone chips |
| 23 | boulder |
| 24 | Brick |
| 25 | Steel |
| 26 | G.S.T @ 18% |
| 27 | LABOUR CESS @ 1% Please Enable Macros to View BoQ information |
