Routain Mantanance of Rwall,Side drain , chain link, crates, slip and snow clearance etc of Leh district Leh,Khaltsi,Nyoma,Nubra and DurbukUnder Mantanance 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. All kinds of soil

b) Ordinary rock

c) Hard rock (Required blasting)

d) Hard rock (blasting prohited)

Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 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. All kinds of soil.

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

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil

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

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

Random rubble masonry with hard stone in foundation, plinth and walls with mud mortor

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete

b) Columns, piers, abutments, pillars, posts and struts

c) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Providing laying and fixing of MS pipe 150mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job)

Providing laying and fixing of MS pipe 200mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job)

Providing laying and fixing of MS pipe 250mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job)

Providing laying and fixing of MS pipe 300mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job)

Providing laying and fixing of MS pipe 450mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job)

Dry stone pitching (any thickness) excluding cost of stones. On Horizontal

On Slopes

Dumping stone excluding cost of stones in Horizontal on level

On Slopes behind pitching

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I.wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge

Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete

Providing and fixing round beams (local Ballies), including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete job; 100mm dia length =6ft

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

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 hard rocks; by blasting

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones and wirecrates Complete job

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

Engagement of labour

Engagement of JCB

Dismantling old protection work including cutting of crate and stacking of stones

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge.

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level,curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).

Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters

Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design, including finishing smooth in 1:3 cement mortar (1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately. 35x111x25 cm size

50x152.5x25 cm size

35x93.5x18 cm size

Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.

Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy. Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm

Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm withsupport length of 3650 mm

Snow clearance Clearing snow (with frost) from Roads, manually using picks and shovels; Snow depth upto 150 mm

Clearing Snow (without frost) from Roads, manually; Snow depth upto 150 mm

Snow depth over 150 mm but upto 250mm

Snow depth over 250 mm but upto 350mm

Snow depth over 350 mm but upto 450mm

Snow depth over 450 mm but upto 550mm

Snow depth over 550 mm but upto 650mm

Snow depth over 650 mm but upto 750mm

Snow depth over 750 mm but upto 850mm

Snow depth over 850 mm but upto 950mm

Snow depth over 950 mm but upto 1050mm

Snow depth over 1050 mm but upto 1150mm

Snow depth over 1150 mm but upto 1250mm

Galla cutting in compressed snow150 mm deep and 4 m wide.

1200 mm deep and 4 m wide.

Carriage of materials from source to site of work by Mechanical transport including cost of loading, Unloading and stacking complete. a) cement and steel an avg lead 01km .

b) Beyond 5Km upto 10Km

c) Beyond 10Km upto 20Km

d) Beyond 20Km

A) Sand and stone aggregate an avg lead 01 Km

b) Beyond 5Km upto 10Km

c) Beyond 10Km upto 20Km

d) Beyond 20Km

Stone an avg lead 1Km

b) Beyond 5Km upto 10Km

c) Beyond 10Km upto 20Km

d) Beyond 20Km

Earth an avg lead 01Km

b) Beyond 5Km upto 10Km

c) Beyond 10Km upto 20Km

c) Beyond 10Km upto 20Km

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