Upgradation of Padshahi Bagh main Road

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil :

P/L stone soling (Hand packed) in trenches incl. ramming, dressing, watering etc. incl. all leads, lifts and carriage upto site of work complete.

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

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

Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm

Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)

Supplying and stacking at site Moorum

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Carriage of material from source upto site of work including loading/ unloading all complete

Stone aggregate 63mm-45mm size for an average lead of 15 Kms from approved source

Stone screening and Moorum for an average lead of 15 Kms from approved source

Providing, laying, spreading of 75mm thick compacted wet mix macadam on prepared sub grade/sub-base with crushed quarry stone agg. of specified grading as per IRC/ MOST/MORTH specifications incl. mixed crushed material with predetermined quantity of water in accordance with specifications to form dense mass laying in uniform layers with paver in sub-base/base coarse on well prepared surface rolled with vibratory roller of 8/10 tonne capacity, speed of which should not exceed 5km/hour for each layer, rolling should continue till 98% density is achieved to approved grade & cross section the mixing is to be prepared in approved mechanical mixing plant of suitable capacity & carriage of mixed material by tipper upto site of work complete incl. cost & carriage of all material upto site of work.

Providing and applying tack coat using hot straight run bitumen of VG-10 grade incl. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface to remove all dirt, dust, mud etc. & finally brooming the surface as per required specification incl. cost & carriage of bitumen.

On WBM surface @ 0.75 Kg/Sqm

On BT surface @ 0.50 Kg/Sqm

Providing & laying 50mm thick compacted premix bituminous macadam base course with stone aggregate of quality size & grading as specified in MOST/MORTH specification & straight run bitumen of VG-10 grade @ 3.50% by weight of total mix incl. hot mixing stone aggregate & bitumen in hot mix plant, transporting & laying mixed material with paver finisher to the reqd. level & grade, rolling with road roller of 8 to 10 tonne capacity to achieve the reqd. compaction & density incl. cost & carriage of all materials involved from source upto site of work complete incl. cost & carriage of bitumen.

Providing and laying 25mm thick compacted semidense bituminous concrete using crushed aggregate satisfying the gradation set out in specifications with 5% binder content (By weight of total mix) bitumen of VG-10 grade @ 2.88 kgs/sqm with the aid of hot mix plant & paver finisher incl. rolling with 8 to 10 tonne capacity road roller to achieve the reqd. compaction & density incl. rolling & finishing complete incl. cost & carriage of all materials involved from source upto site of work complete incl. cost & carriage of bitumen

Providing and laying 6mm thick compacted seal coat of premixed fine aggregate (passing 2.36mm & retained on 180 micron sieve, with 128kgs of bitumen of VG-10 grade per cum of fine agg. (0.768 kgs of bitumen/sqm) & 0.60 cum of fine agg. per 100 sqm of road surface incl. rolling and finishing complete as per MOST/MORTH specification incl. cost & carriage of all materials involved from source upto site of work complete incl. cost & carriage of bitumen.

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Development of shoulders/berm using khak bajri course with local materials by mix in place method normal construction , spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per technical specification.

Providing and laying of surface runoff disposal M.S pipes at required spots incl. earth work excavation and laying of pipes in required slope, jointing/testing of pipes incl. providing necessary cushion to the pipes incl. all material and labour (200mm dia)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) incl. cost and carriage of materials involved complete.

Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately).Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35

Surfae Drain

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

P/L stone soling in trenches incl. ramming, dressing, watering etc. incl. all leads, lifts and carriage upto site of work complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate.

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations, footings, bases of columns etc. for mass concrete

Structural steel welded work in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Carraige of material by mechanical Transport including loading unloading etc complete.

Stone aggregate for avg. lead of 15KM from approved source (40mm)

Stone aggregate for avg. lead of 15KM from approved source (20mm)

Sand for avg. lead of 15 KM from approved source

PCC EDGE wall

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

P/L stone soling in trenches incl. ramming, dressing, watering etc. incl. all leads, lifts and carriage upto site of work complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)incl. all carraige

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)incl. cost and carriage of materials involved complete.

Centering and shuttering including strutting, propping etc. and removal of form work for:

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Backfilling using boulders/ stones duly hand packed incl. carriage from source to site complete job.

Providing and laying 75mm dia PVC pipes B-type for weep holes as required incl. cost and carriage of material complete job.

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