Construction of balance work of toe wall with allied items incl. macadamization for up-gradation and widening of Amberpora-Haritar Road Sopore Baramulla

Amount

Earth work in excavation by mechanical means in all kinds of soil not exceeding 1.50m in width) & for shafts, wells, cesspits & the like not exceeding 10 Sqm on plan, including dressing of sides & ramming of bottom, lift up to 1.50m, including getting out excavated earth & disposal of surplus excavated earth as directed, within a lead of 50m foundation :

P/L of stone soling (100mm thick), dully compacted including loading, unloading & carriage of material, dully delivered at Site of work.

P/L in position of plain cement concrete as Mud mat – 75mm thick of specified grade including curing but excluding the cost of centring & shuttering. All work up to plinth level with 1 : 2 : 4 ( 1 cement : 2 coarse sand 4 : graded stone aggregate, 40mm nominal size).

Random rubble stone masonry with hard stones in foundation & plinth including levelling up with cement concrete 1 : 6 : 12 up to plinth level & curing complete with cement mortar 1 : 6 (1 cement : 6 coarse sand)

P/L in position PCC Coping 50mm thick, laid in M20 mix. Including curing & scaffolding charges complete excluding cost of centring shuttering. All works up to plinth level

Providing & laying in position machine batched & machine mixed design mix M25 grade cement concrete for RCC work, using cement content as per approved design mix including pumping of concrete to the site of laying but excluding cost of centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS 9103, all works up to plinth level. ( cement should be OPC grade- 43, Ambuja, Ultra-tech or similar make.

Centring & shuttering including strutting, propping etc. & removal of Form work

Centring & shuttering including strutting, propping etc. & removal of Form work for Walls

Centring & shuttering including strutting, propping etc. & removal of Form work For suspended floors including removal of Form work

Providing & fixing of steel reinforcement including cutting, bending, binding & placing in position including cost of binding wire of SAIL make Fe-500, EQR

Providing & fixing of 100mm dia. PVC Pipes for weep holes

Dewatering during execution of work other than earth work, subject to actual

P/L of Filter media with granular material, hand packed including all carriages complete job

P/F of RWCB/drainage spouts including cost of 100mm dia. G,I Pipes, G.I bolts & M.S flat clamps

Structural steel work dully welded in chennels, plates, pipes etc, including red oxide primer coat & two coats of synthetic enamel paint complete job.

Providing & laying of 500 mm thick stone apron (weight of stone not less than 40 Kg) on u/s & d/s sides of 3-cell box culvert, including loading, unloading & carriage of material from source to the site of work com

Raising/ up gradation of low lying road with coarse grained material in uniform layers 200mm each with motor grader mixing in mix in place method with rotovator at OMC & compacting with static roller to achieve desired density, grade-III

Granular Sub Base with coarse graded material construction of granular sub base by Providing coarse graded, spreading in uniform layers with motor grader on prepared Surface, mixing by mix in place method with rotavator at OMC 7 compacting with Static roller to achieve the desired density, complete

Grade-III (165mm thick)

Grade –V (130mm thick)

Providing, laying, spreading & compacting of graded stone aggregates to Wet Mix Macadam specification including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tippers to Site, laying in uniform Layers with paver in sub base / base coarse on well prepared surface & compacting With static roller to achieve the desired density

Providing bituminous prime coat over granular surface with medium curing cutback Complete

Providing & applying Tack coat all complete

On Bituminous surface ( using Bitumen emulsion @ 0.20 to 0.30 Kg/Sqm.)

On granular surface treated with primer ( using Bitumen emulsion @ 0.25 to 0.30 Kg/Sqm

Providing & laying Dense graded Bituminous Macadam with 100 – 120 TPH Batch Type HMP producing an average output of 75 Tonns per hour using crushed aggregate of specific grading, premixed hot mix plant using crushed aggregates of Specified grading premixed with bituminous binder, transported to site, laid over a Previously prepared surface with paver finisher to the required grade, level & alignment & rolled as per Clauses 501.6 & 501.7 to achieve the desired compaction.

Providing & laying Bituminous concrete with 100 to 120 TPH Batch type HMP Producing an average output of 75 Tonns per Hour using crushed aggregates of specified grading , premixed with bituminous binder @ 5.4% to 5.6% of mix & filler, Transporting the hot mix to works site, laying with hydrostatic paver finisher with Sensor controlled to required grade, level & alignment, rolling with smooth wheeled Vibratory & tandem rollers to achieve the desired compaction as per MORTH specifications Clause No. 509, complete in all respects.

Construction of sub grade with approved materials for GSB type subgrade, spreading in uniform layers with motor grader on prepared surface, mixing in mix in place method with rotovator at OMC & compacting with static roller to achieve desired density

Providing, laying, spreading & compacting stone aggregates of specific sizes to WBM, grade-II including spreading in uniform thickness, hand packing, rolling with 3- wheeled steel vibratory roller 8 – 10 Tonn in stages to proper grade & camber, applying & brooming requisite type of screenings, binding material to fill up interstices, compacting to required density

Providing & laying non-pressure of specified class RCC Pipes NP4 class of 300mm dia, 8’-0” long size including collars/ spigot jointed with stiff mixtures of cement mortar in the proportion of 1 : 2 ( 1 cement : 2 fine sand) including testing of joints, loading, unloading, handling, re-handling & carriage, T & P, hire & running charges of machinery etc complete job.

Filling available excavated earth ( excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming & watering, lead up to 50m & lift up to 1.50m.

Taking out existing RCC Spun pipes of 5.00m length & dia. of 900mm/1000mm for clearing site of 3-cell box culvert including handling, re-handling, all leads, lifts & carriage complete

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50m lead as per directions of Engineer-in-charge.

Sharp construction company