Improvement of Katcha Path by providing and fixing CC blocks kerb and Interlocking paver Blocks in open space between Hospital Block A B C D and other areas at MAMC Agroha

Amount

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. HSR 4.12 4.12.1 All kinds of soil

Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications HSR 17.5.3

Water Bound Macadam Grading I with screening Type 'A' HSR 17.22.2 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

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: HSR 6.1 6.1.6 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

17.69.3 Providing and Laying 60 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 35 over the bed of 25 mm thick fine sand complete in all respect.

Loading Unloading and carriage of Materials 3.1.1 Lime, Moorum, building rubbish

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. HSR 6.39 6.39.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. HSR 5.23 5.23.1 Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix)

Compaction HSR 17.8 17.8.3 Extra for rolling to specifications

SITE CLEARANCE HSR 26.4 26.4.2 Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kind of soils .

Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : HSR 11.71 11.71.1 Two or more coats on new work

Finishing walls with Acrylic Smooth exterior paint of required shade : HSR 11.95 11.95.1 New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 7.20.2 Cement Mortar 1:6 (1 cement : 6 coarse sand).

12 mm cement plaster of mix : HSR 11.5 11.5.3 1:4 (1 cement: 4 fine sand)

Earth filling under floors/road/along with boundary wall/in open area with dune sand (tiba sand), brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete ( NS )

Sh. Sunder Lal Sharma Contractor

THE GILL CO-OP L AND C SOCIETY LTD

BhupeshTakContractor

BABU RAM

Shishpal Govt. Contractor