NieT08/EE/MED/GTA/2025-26 Package 7

Land Slide Clearance in Soil Clearance of land slides in soil and ordinary rock by abull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side.

Landslide Clearance in Hard Rock Requiring Blasting Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side

Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum soil ) including removing, spreading or stacking the spoils within a lead of 150metres as directed and including trimming the sides of the trench levelling, dressing & ramming the bottom, bailing or pumping out water et. As required complete, depth of excavation exceeding 1 metre upto 2m below avrage bed lable at the site of excavation and requring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

(II) Cement concrete with 30 mm down graded ballast excluding shuttering. N.B. Variety ( 1:3:6)

Plum concrete work with cement concrete (1:3:6) with 40% 30mm down graded stone metal 60% and stone boulder of size 150mm and above placed in position as directed excluding shuttering if any.

Providing formwork and staging including Hire & Labour charges for Abutment and its components and retaing wall and its components for Height Upto 3 metre clear span including stripping off and removing after completion of work as per specification and direction.

Rubble masonry in cement (6:1) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.

Dry rubble masonry with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.

Filling properly the empty sausage creates of 150mmx150mm mesh sizeof 8 SWG with boulders of any size & shape with hand packing after preparation of bed for placement, placing the crate in position,launching the crate in position if necessary , including cost and carriage of all material to work site and other necessary charges all complete.

Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum soil ) including removing, spreading or stacking the spoils within a lead of 150metres as directed and including trimming the sides of the trench levelling, dressing & ramming the bottom, bailing or pumping out water et. As required complete, depth of excavation exceeding 1 metre upto 2m below avrage bed lable at the site of excavation and requring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

Cement concrete with 30mm down graded shingles excluding shuttering with NB variety stone metal 1:3:6 proportion

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor syructure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required.

Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum soil ) including removing, spreading or stacking the spoils within a lead of 150metres as directed and including trimming the sides of the trench levelling, dressing & ramming the bottom, bailing or pumping out water et. As required complete, depth of excavation exceeding 1 metre upto 2m below avrage bed lable at the site of excavation and requring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

Cement concrete with 30mm down graded shingles excluding shuttering with NB variety stone metal 1:3:6 proportion

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor syructure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required.

Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes . ii ) River bazree

Providing formwork and staging including Hire & Labour charges for Abutment and its components and retaing wall and its components for Height Upto 3 metre clear span including stripping off and removing after completion of work as per specification and direction.

Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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 including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Water Bound Macadam Base Course (ii) Grading-II & III Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)

Providing and applying bituminous Primer Coat for priming of bae course with Cationic bituminous emulsion of approved grade and requisite quantity including preparation of the surface to be primed, through cleaning and sweeping, uprooting weeds, grass etc. dampening the surface beforehand spraying the primver using sprayer mounted on distributor truck or with hand sprayer using machanical pump including cost and carriage of bitumen emulsion and all other incidental coat of work.

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.

Providing & Laying 20 mm thick Open Graded Premixed Carpet using 13.2mm (@ 0.18 m3/m2) and 11.2 mm (@ 0.09m3/m2) size stone aggregates, including thorough cleaning of the surface, applying tack coat, sceerning, cleaning and preheating stne chips and fully pre-coating the same with matrix @ 54 kg per m3 of aggregates, laying the premixed chips uniformly over the surface hand packing, thoroughly rolling by powr roller, incluidng the cost and carriage of stone chips and matrix, heating the matrix and all other cost and charges in this connection including hire charges and cost of fuel and lubricants of machineries and equipments for construciton and quality control as per IRC specification complete excluding cost of applying tack coat.With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)

Laying premixed seal coat (type'B') using 0.6 m3 of grit or sand (passing 2.36 mm sieve and retained on 180 micron) per 100 sq metre area including cleaning the surface, preheating the grit/sand by Miller Mixer/Suitable pans, Mixing the preheated grit/sand with hot matrix @ 113.50 kg. per m3 of grit/sand, laying the mixture uniformly over the surfaceand rolling with power roller in cluding the cost and carriage of grit/sand , and matrix, heating matrix, and grit/sand returning the empty drums to the Deptt. godown and all other costs nd charges in this connection. With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)

Earthwork in excavation of foundation structure as pwe drawing and technical spwcification including setting out, removing spreading or stacking of spoils trimming of sides of the trenches, levelling, dressing and ramming the bottom, and back filling with approved material complete as per direction of Engineer- in - Charge.vi) In Marshy soil for depth up to 3 m depth

Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .

Rubble masonry in cement (6:1) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.

Filling properly the empty sausage creates of 150mmx150mm mesh sizeof 8 SWG with boulders of any size & shape with hand packing after preparation of bed for placement, placing the crate in position,launching the crate in position if necessary , including cost and carriage of all material to work site and other necessary charges all complete.

Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel (II. Other than SAIL/ TATA/RINL)

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.Where staging is required.

Where staging is not required.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

Earthwork in excavation of foundation structure as pwe drawing and technical spwcification including setting out, removing spreading or stacking of spoils trimming of sides of the trenches, levelling, dressing and ramming the bottom, and back filling with approved material complete as per direction of Engineer- in - Charge.vi) In Marshy soil for depth up to 3 m depth

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .

Plum concrete work with 40% cement concrete with 30mm down graded stone metal and 60% stone boulder of size 150mm and above, placed in position as directed excluding shuttering if any.

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.Where staging is not required.

Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

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