Routine Maintenance of Roads in Kargil district (All Sub Divisions/Blocks of Kargil District) Under Maintenance and Repair work for the year 2026-27

Earth work in excavation by mechanical means (Hydraulic excavator) 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

In All kind of soil

Ordinary rock

Hard rock

Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or IO sqm on plan), including dressing Of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

A) All kinds of soil @85%

B) Soft Rock @15%

Slip clearance

In ordinary soils disposal lead upto 50 m and lift upto 1.5 m : @35%

In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m : @60%

In soils; mixed with Decomposed Rocks; by blasting or any other means: @5%

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides Of foundation etc. complete.

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

Clearing snow with frost from roads, manually using pick and shovels: Snow depth upto 150 mm

Clearing Snow (without frost) from Roads, manually; Snow depth over 250 mm but upto 350mm.

Clearing Snow (without frost) from Roads, manually; Snow depth over 350 mm but upto 450mm.

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

Random rubble masonry with hard stone laid dry in foundation, plinth & walls: Laid without bond stone

Stone pitching/Dumping excluding cost of stone in horizontal on level.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources 6 graded stone aggregate 40 mm nominal size derived from natural sources)

Centering and shuttering including proping and removal of form work: Walls any thickness

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-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20

Metal Beam Crash Barrier 16.97.1 Type - A, "W" : Metal Beam Crash Barrier, Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

Providing and laying in position MS pipe of specified dia. and thickness ,inlcuding excavation of area for pipe,covering of pipe and construction of catchment pit all job complete

150mm dia

300 mm dia

600 mm dia

Providing and laying 60mm thick faciory made cement in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Labour charge for stone masonary work

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