ARIASP-DTRD-126

Amount

(Construction of granular sub-base by providing coarse graded material,spreadingin uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)

Prviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laidto true lineand leveland in panel after preparing the subgrade including earthwork in excavationas directed including all labour and materials and if necessary dewatering, complete. Brick on edge soling

Water Bound Macadam (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 material to fillup the interstices of coarse aggregate,wateringand compacting to the reqd. density ( with an initial lead of 5.0 km. ) Grade-III

Cement Concrete Pavement (Construction of un-reinforced,dowel jointed, plain cement concrete pavementover a prepared sub base with 43 gradecement@ 400 kg per cum, coarseand fineaggregate conforming to IS 383, maximum size of coarse aggregate not exceeding25 mm, mixedwith Recron3S fibre of RelianceIndustries Ltd. or its equivalent @ 0.125 Kg. per bag of cement mixed in a batching and mixing plant as per approved mixed design, transported to the site, laid with a fixed form or slip form paver, spread , compacted and finished in a continuous operation includuing provision of contraction, expansion, construction and longitudinaljoints, joint filler, seperationmembrane, sealent primer, sealent joint , debonding strips dowel bar, tie rod, admixured as approved, curing compopund, finishing to lines and grades as per drawing. (Including carriage up to initial lead of 5Km. from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant.) as diected by the Department complete at all levels

Const of Stone Masonry Guard wall cum drain : Excavation for roadway in soil using manualmeans including loadingin truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

(Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

Dry rubble Flooring, Construction of dry rubbl flooring at cross drainage works for relatively less important works.

Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Stone masonrywork in cement mortar 1:3 for substructure completeas drawing and Technical SpecificationRandom Rubble Masonry.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical sp

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Const of Brick Masonry Guard wall cum Drain : Earth work in excavationof foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removalof stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.

(Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

Dry rubble Flooring, Construction of dry rubbl flooring at cross drainage works for relatively less important works.

Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical sp

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Const of RCC Culvert with Cattle Trap : Excavation for roadway in soil using manualmeans including loadingin truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.

(Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

Dry rubble Flooring, Construction of dry rubbl flooring at cross drainage works for relatively less important works.

Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. RCC M20

Supplying, fitting and placing TMT bar reinforcement in sub- structure complete as per drawing and technical specifications. With other make ISI marked TMT rebar

Providing fitting and fixing M.S Grill of required pattern for window/clerestory window/opening with M.S flats at required spacing in frame all round, or square MS bars with round haded blots and nuts or screws.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical sp

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

M/S LAHKAR ENTERPRISE