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| 1 | Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc(not exceeding1.5mtr in width) forshaft, well cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed (in all kind of soil at 1.00 mtr from cutting edge) |
| 2 | Providing & laying in position cement concrete of specified grade excluding the c/o centring & shuttering all work upto plinth level in 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggr. 40MM nominal size (Nallah) |
| 3 | Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level 20MM nominal size (Crusher) |
| 4 | Dumping stones in Horizontal on level including cost of stones |
| 5 | Reinforced cement concrete work in beams suspended floors, roofs and excluding cost of centring, shuttering finishing and reinforcement 1 Cement 1.5 Corse sand 3 graded stone aggregates 20mm nominal size |
| 6 | Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete cold twisted bars. |
| 7 | Foundation, footings, bares of column etc. for mass concrete |
| 8 | Suspended Floor, Roofs, Landing etc |
| 9 | Edges of slabs under 20cm wide |
| 10 | Brick work with FPS bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). |
| 11 | 6mm thick sand plaster in 1:3 mix |
| 12 | 12mm thick cement plaster of mix 1:6 (1 cement : 6 coarse sand). |
| 13 | 15mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 coarse sand). |
| 14 | 50mm thick with 20mm nominal size Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggr.) finished with a floating coat of neat cement incl. cement slurry but excl. C/o nosing of steps etc. complete( 50mm with 20mm nominal size stone |
| 15 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 Cement 2 coares sand 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75x75mm deep chase |
| 16 | 50mm thick with 20mm nominal size Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggr.) finished with a floating coat of neat cement incl. cement slurry but excl. C/o nosing of steps etc. complete( 50mm with 20mm nominal size stone |
| 17 | Making plinth protection 50mm thick of cement concrete 1:2:4 (1 cement, 2coarse sand, 4graded stone aggregates 20mm nominal size) over 75mm bed of dry bricks ballast 40mm nominal size well rammed and consolidated and Grouted with fine sand including finising the top smooth |
| 18 | Applying one coat of water thinable cement primer of approved brand and manufacture on wall surface |
| 19 | Painting with plastic emulsion paint of approved brand and manufacture to give an even shade |
| 20 | Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc(not exceeding1.5mtr in width) forshaft, well cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth excavated earth as directed (in all kind of soil at 1.00 mtr from cutting edge) |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. inlayer not exceeding 20cm in depth consolidation |
| 22 | Providing and fixing of GI pipes complete with GI fittings excluding trenching and refillling 20mm dia nominal bore |
| 23 | Providing and fixing of GI pipes complete with GI fittings excluding trenching and refillling 15mm dia nominal bore |
| 24 | Providing and fixing brass bib cock of approved quality 15mm nominal size |
| 25 | Providing and fixing brass stop cock of approved quality 15mm nominal size |
| 26 | Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m |
| 27 | Note :- The bidders shall quoted their rates including carriage / head load of the material, cost of valves including interconnections with main lines or GRS etc. |
