Construction work of 2 x 3 M Span Box Culvert in Km-13 of Shahabad Pali Saidpur road (ODR) at place of 1 x 3 M Span damage RCC culvert in District Hardoi in F.Y. 2025-26

Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,backkfilling with annroved material (12.1 - 304) (Including labour Cess Excluding G.S.T)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Clause 305.3.9 ( Including labour Cess Excluding G.S.T)

Plain cement concrete 1:2:4 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (12.8A-1500,1700&2100) ( Including labour Cess Excluding G.S.T)

Plain/Reinforced cement concrete in open Foundation Complete as per drawing and Technical Specifications.(12.8) RCC Grade M25 ( Including labour Cess Excluding G.S.T)

Plain/Reinforced cement concrete in open Foundation Complete as per drawing and Technical Specifications.(12.8) RCC Grade M20 ( Including labour Cess Excluding G.S.T)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications (14.2-1600) ( Including labour Cess Excluding G.S.T)

Providing Weep holes in Brick masonary/Plain/ Reinforced Concrete abutement, wing wall/return wall with 100mm dia AC pipe, extending through the full width of Structure with slope of 1V:20H towards drawing force. Complete as per drawing And Technical Specification.( Including labour Cess Excluding G.S.T)

Providing and laying Filter Media with granular material/stone crushed agregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards ( Including labour Cess Excluding G.S.T)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (13.10 -2200) ( Including labour Cess Excluding G.S.T)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (15.1-2503) ( Including labour Cess Excluding G.S.T)

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300, 1 and 300.2 as pet Technical Specification clause 301.5 ( Including labour Cess Excluding G.S.T)

Construction of subgrade and earthen shoulder with approved material ebtained from borrowpits with all lifts and leads, spreading,grading to required slope and compected to meet requirement of table 300-2. ( Including labour Cess Excluding G.S.T)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ( Including labour Cess Excluding G.S.T)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ( Including labour Cess Excluding G.S.T)

Providing and applying primer coat with SS2grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. ( Including Butmen Cess Excluding G.S.T)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. ( Including Bitumen Excluding G.S.T)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. ( Including labour Cess Excluding G.S.T)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects ( Including labour Cess Excluding G.S.T)

Construction of 1000 mm Dia Hume pipe culvert including loading, unloading cartage up to site and all taxes and also cluding cost of material all labour T&P etc. ( Including labour Cess Excluding G.S.T)

Providing and Laying of First Class Brick Sling on Divesion ( Including labour Cess Excluding G.S.T)

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising lass beads @ 250 gms per sqm area, thickness if 2.5 mm is exclusive of surface applied glass heads as per IRC 35. The finished surface to be evel, uniform and free from streaks and hole. ( Including labour Cess Excluding G.S.T)

CAUTION BOARD Providing and erecting direction and place dentification retro-reffectorised sign as per RC-67 made of high intensity grade sheeting vide clause801.3 fixed over aluminium sheeting, 2 mm thick with area not exceeding 1.9 sqm. Supported on a miled steel single ingle iron post 75×75×6 mm finmly fixed to he ground by means of property designed Foundation with M-15 grade cement concrete 15x45x60 cm. below ground level as per approved drawing, complete. (90×90cm). ( Including labour Cess Excluding G.S.T)

For Stop SignProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post ( Including labour Cess Excluding G.S.T)

HAZARD MARKER Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post ( Including labour Cess Excluding G.S.T)

Place identification BOARD Providing and erecting direction and place identification retro-reffectorised sign as per IRC-67 made of high intensity grade sheeting vide clause801.3 fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm. Supported on a miled steel single angle iron post 75×75×6 mm finmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm. below ground level as per approved drawing, complete. (90×90 cm). ( Including labour Cess Excluding G.S.T)

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