|
| 1 | Credit of Tile Lining |
| 2 | Providing, laying and filling Geo Bags of size 1.22mx0.62m (300 GSM geo bag made , volume of filled bags 0.076cum, weight of filled Geo bag 140 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge. HSR item no. 16.53 drived rate |
| 3 | Excavating, supplying and filling of local earth (including royalty) be mechanical transport upto any lead and lift. as per HSR 2021 item no. 4.33 (drived) |
| 4 | [14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means [Through Rate] |
| 5 | [14.70]Demolishing of lining with Bricks/Tiles /Cement concrete blocks of any size 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. [Through Rate] |
| 6 | [14.72]Ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] |
| 7 | [16.29]Weaving wire-netting for wire crates, including binding sides, and partition to make crate of 15 cm x 15 cm, or 25 cm x 7.5 cm mesh by mechanical/ mannual means. [Through Rate] |
| 8 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] |
| 9 | [2.B0046] B0046. Hard drawn steel wire [Rate] |
| 10 | [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] |
| 11 | [4.2]Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. [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 | [6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 14 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] |
| 15 | [7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
