Restoration of roads 1.Marsoo to Charote Part-I JK04175 Length 10.00 Kms 2. Marsoo to Charote Part-II JK04474 Length 18.225 Kms 3.NH 244 Km 27th RD 300 Dansal to Assar via Lalhote, Bulandpur, Charota, JK043008 Length 30.20 Kms.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. Including lead lift and carriages

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Dry random rubble masonry with hard stone in foundation and plinth Without bond stone Nallah

Dumping stone including cost of stones. in Horizontal on level

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres

All kinds of soil

Ordinary Rock

Hard Rock (Requiring Blasting )

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil

Slip Clearance

In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

In soils; mixed with moorum / Kankar / shingle / boulders; disposal lead upto 50 m and lift upto 1.5 m.

In soils; mixed with Decomposed Rocks; by blasting or any other means

In medium hard rocks ; by blasting

In hard rocks; by blasting

Clearing snow (With Frost) from roads manually using picks and showels: snow depth upto 150 mm

Clearing snow (Without Frost) from roads manually:

Snow depth upto 150 mm

Snow depth over 150 mm but upto 250 mm

Snow depth over 250 mm but upto 350 mm

Snow depth over 350 mm but upto 450 mm

Snow depth over 450 mm but upto 550 mm

Snow depth over 550 mm but upto 650 mm

Snow depth over 650 mm but upto 750 mm

Snow depth over 750 mm but upto 850 mm

Snow depth over 850 mm but upto 950 mm

Snow depth over 950 mm but upto 1050 mm

Snow depth over 1050 mm but upto 1150 mm

Snow depth over 1150 mm but upto 1250 mm

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and ompacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) using 20% plum Nallah

Hand-packing stones in wire-crates; including cost of stones but excluding cost of crates

Supply of wire Crate at site of Mesh Size 50 mm x 50 mm and dia of wire mesh 4mm

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Providing / laying PVC pipe including excavating, Refilling and fitting complete job 4 incl dia

Providing / laying PVC pipe including excavating, Refilling and fitting complete job 8 incl dia

Carriage of Materials

Sand / Bajree for an Avg. distance of 40 Kms by MT

Stone for an Avg. distance of 5 Kms by MT

Excavated earth/slips average lead of 01 km.

Please Enable Macros to View BoQ information