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| 1 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] |
| 2 | [10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate] |
| 3 | [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] |
| 4 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 5 | [11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) [Through Rate] |
| 6 | [11.93.1]Finishing walls with water proofing cement paint of required shade : 1. New work (Two or more coats applied @ 3.84 kg/10 sqm) [Through Rate] |
| 7 | [11.97.3]Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 3. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/10 sqm of approved brand and manufacture [Through Rate] |
| 8 | [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] |
| 9 | [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] |
| 10 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate] |
| 11 | [5.8.3]Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 3. From brick work in cement mortar [Through Rate] |
| 12 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 13 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] |
| 14 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 15 | Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in cement mortar 1:6 ( 1 cement : 6 coarse sand) (excluding cost of bricks). |
| 16 | Prov. and fixing of 1.80 Mtr high RCC pillars complete in all respects. Central Verge No. 1= 2 x 300.00 Mtr = 600.00 Rmt= 2 x 5.50 Mtr = 11.00 RmtCentral Verge No. 2= 2 x 350.00 Mtr = 700.00 Rmt= 2 x 5.50 Mtr = 11.00 Rmt Total Qty. = 1322.00 Rmt Or = 1322.00 Rmt = 441.00 Nos. 3.00 RmtFor Support 10th Post= 441 Nos. x 2 = 88 Nos. 10 Nos. Total Qty. = 529 Nos. Say = 530 Nos. |
| 17 | Supply and laying of 1.30 Mtr high RCC Pillars complete in all respects. |
| 18 | Prov. and fixing of G.I. barbed wire fencing complete in all respects. |
| 19 | Providing and fixing of G.I. Barbed Wire Fencing. Please Enable Macros to View BoQ information |
