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| 1 | [10.100.1]Cement Concrete 1:8:16 Flooring 1. Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size in foundation and plinth. [Through Rate] |
| 2 | [11.25.1]Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 1. Flush / Ruled/ Struck or weathered pointing [Through Rate] |
| 3 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 4 | [11.63]Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Through Rate] |
| 5 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] |
| 6 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 7 | [14.51.1]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum [Through rate] |
| 8 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] |
| 9 | [6.14.2]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 10 | [6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts [Through Rate] |
| 11 | [6.8.2]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2. 40mm thick [Through Rate] |
| 12 | [7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 13 | Providing and fixing of MS gate with bricks and RCC pillar |
| 14 | provision for purchase of rubber hose pipe 1` dia |
| 15 | Supply of Hydent Material at site of work i.e Kassi, Khurpa, Sword etc |
| 16 | providing and fixing of ms plate size 12` x 3` 16 guage sheet having weight 390g including fixing of grill at site with help of generator set, welding set including labour charges etc |
| 17 | providing and fixing of wicket gates with brick and RCC pillars having minimum weight of gate 65 kg including painting two coats, distempering of pillars complete in all respect and to the entire satisfaction of Engineer in Charge as per design and drawing |
| 18 | providing and fixing of GI interlocking wire mesh jali (10 guage) of 2` x 2` as per design and drawing complete in all respect and to the entire satisfaction of engineer in charge |
| 19 | providing and fixing of GI barbed wire 12 x 12 guage as per IS 278-1978 specification having weight 136 gm/per Mtr Minimum 6 No Horizontal wire and 2 cross wire complete in all respect and to the entire satisfaction of Engineer in Charge as per design and drawing |
| 20 | supply of RCC Pole made in Cement concrete Ratio 1:2:4 size 1.80 Mtr high 4.50`x4.50` at bottom and 3.50` x 3.50` at top which include 4 No 6 MM Dia round bar, providing 7 No Ring 6 No Hooks including carriage upto site of work complete in all respect and to the entire satisfaction of Engineer in Charge |
| 21 | Construction of one Rain Shelter in park area /green belt area earth work in excavation by mechanical means over area, Cement concrete 1:8:16 flooring cement concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. Providing and fixing of chequred precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slury mixed with pgment to match the shade of tiles. steel work in built upt tubular trusses etc. Please Enable Macros to View BoQ information |
