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| 1 | labour engazed for site clearance |
| 2 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. (5.1.1+5.1.2 ) |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10 ) |
| 4 | Providing designation 75 B 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/l. (5.6.3 ) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6(1Cement:3coarsesand(zone-III):6gradedstoneaggregate40mm nominal size) (5.3.1.5 ) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1.5:3(1Cement:1.5 coarsesand(zone-III):3gradedstoneaggregate20mm nominal size) (5.3.1.1 ) |
| 7 | P/vand lyingin position 1:1.5:3grade of reinforced cementconcrete cement ,excluding the cost of centering ,shuttering,finishing thereinforcement all work up to plinth level. (5.3.9.1 ) |
| 8 | providingtor steel reinforcementof 8 mm.10 mm diabars as per as per approveddesign and drawing TMTFe 500( only validfor tata tiscon,SAIL,JSPL ElectrosteelsteelsLtd Bokaro and VIJAG(RINL) (5.5.4+5.5.5 )8mm dia bars |
| 9 | 10mm dia bars |
| 10 | Centeringshuttering including strutting,propping and removal for foundation ,footing,basess of column ,etc for mass concrete . (5.3.17.1 ) |
| 11 | Providing tuck pointing in cement on stone masonary (1:3) cement on brick work with clean coarse sand of F.M. 1.5including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.(5.7.10 ) |
| 12 | Providing randam rubble stone masonry in CM (1:4) 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.(5.2.28 ) |
| 13 | Providing 12mm cement plaster (1:3) with 1.5 MMCementpunningclean coarse sand of F.M. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. (5.7.1+5.7.11) |
| 14 | Earth filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.(mode of measurement compacted volume)(5.1.7 ) |
| 15 | Cement + steel(lead 3 km ) |
| 16 | Sand( lead 5 km ) |
| 17 | Stone Metal(lead 30 km ) |
| 18 | Stone boulder (lead 20 km ) |
| 19 | Stone Chips( lead30 km) |
| 20 | Bricks ( lead08 km ) |
| 21 | Signboard and photography |
| 22 | ADD GST 18% |
| 23 | ADD 1% LABOUR CESS |
