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| 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 2 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. |
| 3 | Providing and laying cement concrete work 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 4 | Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 5 | Vertical surfaces such as walls(any thickness but not less than 0.10 mtrs. thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level in all leads and lifts. |
| 6 | Providing form work of steel shuttering with steel plat as 3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete and plain concrete work in:- |
| 7 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 8 | Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cnatilevers, bressumers 1.00 mtrs in depth in all heights from door in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 9 | Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs below supporting two level. |
| 10 | Arches upto 6.00 mtrs span. |
| 11 | Providing in RCC smooth finishing of the exposed surface with cement mortor 1:3 (1 Cement:3Sand ) Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cnatilevers, bressumers 1.00 mtrs in depth in all heights from door in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 12 | Providing and laying cement concrete 1:1.5:3 (1 Cement : 1.1.5 sand :3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : |
| 13 | Suspended floor roofs, landing & shelves & their support balconies, beams, girders, bressumers & canilever upto floor level in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 14 | Arches upto floor two level. |
| 15 | Providing Tor steel reinforcement for RCC work I/c bending ,binding and placing in position complete upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 16 | Steel work welded in built up sections trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars,ladders railling, brackets and similar work in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 17 | Laying, Jionting & testing in ternches GMS tube including fitting (Earth work in ternches to be measured & paid for separately) (Labour Rate) |
| 18 | 50 mm dia. |
| 19 | 50 mm dia. |
| 20 | Providing and fixing C.I. Slui ce valve of LEADER/KIRLOSKER MAKE (with hand wheel) as per IS:780-1984 class-PN-I of following dia ( i/c brass spindle & as per 2906-1984 class-II for dia >300mm) complete with bolt nuts, rubber insertgion etc in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 21 | 50 mm dia. |
| 22 | 50 mm dia. |
| 23 | C/O Chamber for sluice valve with CI surface box 100mm top dia 160mm bottom dia & 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 gradedstone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1 cement :5 sand :10 graded stone aggregate 40mm nominal size ) & inside plastering with cement motor 1:3 (1 cement :3 sand) finished with a floating coat of neat cement i/c curing complete 600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6mm bars at not exceeding 150mm centres both ways complete in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 24 | Providing & fixing 500 mm dia. SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts. Please Enable Macros to View BoQ information |
