Name of Work:- cons. of street R hal Parjapat to Bhagat ji and Bhatsana road to sumer w no. 16 in MC Dharuhera
Sl. No.
Item Description
1
Analysis of supply , laying and compaction of Stone Metal in deep hole/ patches including cleaning watering, edge cutting and excavating of the patch area.
2
Old tile recovery from site
3
[17.10.2]Excavation for Roadway in Ordinary Rock by Mechanical means and Tippers with Disposal up to 1000 metres. 2. Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. [Through Rate]
4
[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 2. Grading II material [Through Rate]
5
[17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam (63mm to 45 mm) Grading I with screening Type “A” (13.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
6
[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]
7
[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]
8
[6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
9
[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] Please Enable Macros to View BoQ information
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