Agra Development Authority Tender

Construction of granular sub-base by providing, laying, spreading and compacting of crushed aggregate material, spreading in 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 including protection of egdes of GSB layer, cost of all materials, labour, hire charges of machinery, lighting barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete as per clause 401.

Construction of wet mix macadam (WMM) by providing, laying, spreading and compacting graded stone aggregate as per table 400-13, mixing in a wet mix plant at OMC, carriage of mixed materials to work site in tipper to paver, laid over a previously prepared surface using Paver finisher hydrostatic with sencor control to the required grade, level and alignment, compacting with vibratory roller to achieve the desired density including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete as per clause 406.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat as per table 500-5 on prepared surface using bitumen emulsion including clearing of road surface by meachincal broom & dusting by air compressor and spraying by emulsion pressure distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading with all lead and lift etc. as per clause 503. i) On granular surface - 2.5 Kgs/10 Sqm

ii) On bituminous surface - 2.0 Kgs/10 Sqm

Providing and laying dense bituminous macadam using crust aggregates as per table 500-9 of specified graded aggregates and filler material @2% by weight of aggregates, premixed with bituminous binder content quantity as per design mix, in 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, transporting the hot mix in a tipper to paver at work site, laid over previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers as per clause 501.6 and 501.7 to achieve the desired compaction including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc. as per clause 505.

Providing and laying bituminous concrete using crust aggregates as per table 500-17 of specified graded aggregates and filler material @2% by weight of aggregates, premixed with bituminous binder content quantity as per design mix, in 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, transporting the hot mix in a tipper to paver at work site, laid over previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers as per clause 501.6 and 501.7 to achieve the desired compaction including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc. as per clause 507.

Excavation in foundation in ordinary soil (Loam, Clay or sand) including lift upto 1.5m and lead upto 30m and including filling watering and rammingof excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer Incharge upto a distance of 30m from the foundation trenches (tate including Royalty of earth aslo)

PCC M15 levelling course below floor apron/ curtain wall - Providing and laying cement concrete in 1:2:4 in coarse sand with 20mm nominal size stone grit of not less than the strength of M15 stone ballast ( 20mm nominal size) approved coarse sand and cement, curing complete, including cost of form work in foundation.

Providing and laying in position machine batched and machine mixed design mix M30 grade coment concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing on but excluding reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retarder for setting of concrete / imrpove workability without impairing strenthening and durability as per direction of Engineer Incharge. Note: cement content considered in this item is @ 330 kg/cum. Ecess or less cement used as per desing mix is payable or recoverable saparately. i) M30 Grade RCC in bottom slab

Providing and laying in position machine batched and machine mixed design mix M30 grade coment concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing on but excluding reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retarder for setting of concrete / imrpove workability without impairing strenthening and durability as per direction of Engineer Incharge. Note: cement content considered in this item is @ 330 kg/cum. Ecess or less cement used as per desing mix is payable or recoverable saparately. Wall

Providing and laying in position machine batched and machine mixed design mix M30 grade coment concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing on but excluding reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retarder for setting of concrete / imrpove workability without impairing strenthening and durability as per direction of Engineer Incharge. Note: cement content considered in this item is @ 330 kg/cum. Ecess or less cement used as per desing mix is payable or recoverable saparately. i) M30 Grade RCC in top slab

Reinforcement of reinforced concrete ( when not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage bend, hooks, binding wire and authorised overlapping shall be measured.

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21, at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design and as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. (Reinforcementconcrete 0.3 cum/Rmt and steel 28 Kg/Rmt)

Back filling behind abutment, wing wall and return wall and foundation trenches as per drawings in layers of 20 cm in depth, compacting deposited materials by plate compactor / power rammer after duly watering to chieve desired degree of compaction, including cost of materials, labour, hire charges of machineries, transporation, lead, lift, loading, unloading etc. complete.

Road Marking with Hot Applied Thermoplastic Compound with Refleftorislng Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holse. SOR-22-23, Chap-28, Item No-2

6M Span over head Cantilever Structure with 300 dia M S one Vertical post Supply, fixing & erection of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontle Truss shall comprise of 50 mm dia heavy class M S pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coals of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC - M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforecement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORTH & H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design febrication, supply, transporation, Local shifting Erection of Signage structure using cran, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. SOR-22-23 Chap-28, Item No-4

ii) RCC M-20 - Providing and laying in position machine bathed and machine mixed design mix M20 grade coment concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing on but excluding reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retarder for setting of concrete / imrpove workability without impairing strenthening and durability as per direction of Engineer Incharge. Note: cement content considered in this item is @ 330 kg/cum. Ecess or less cement used as per desing mix is payable or recoverable saparately.

Providing weep holes in plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H complete as per drawing and Technical Specifications.