Widening and strengthening of the road from Jajmau New Chungi STP Chakeri Airport Boundary Wall to New Chakeri Airport Terminal Building.

Amount

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.asper MORT&H specficatin clause no.301.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(for shifting and compaction available earth only)

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete asper MORT&H specficatin clause no.401.

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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityasper MORT&H specficatin clause no.406.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam with 1% cement (OPC) and 3.50% Emulsion 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density asper MORT&H specficatin clause no.406.(Rate Including Emulsion SS-2)

Providing and applying primer coat with SS1 grade 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.asper MORT&H specficatin clause no.502(I).(Rate including Bitumin Emulsion SS-1)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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 respectsGradingII.(Rate Including Bitumin VG-30)

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.asper MORT&H specficatin clause no.503.(Rate Including Bitumin VG-10)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant 120 TPH 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 Grading-II.(Rate Including Bitumin VG-30)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.asper MORT&H specficatin clause no.2100.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Grade M20) asper MORT&H specficatin clause no.1500,1700 &2200. M-20

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.asper MORT&H specficatin clause no.1600.

Supply and laying 350 mm dia NP-4 Hume pipe in ch.0.600,0.800,1.00, 1.300,1.700, 2.200 & 2.800

Sand filling in Foundation Trenches as per Drawing &Technical specificatio & as per MORT&H specification clause no.304

Plain/Reinforced cement concrete in open Foundation complete as per drawing and Technical Specifications. As per MORT&H specification clause 1500,1700&2100 (Grade M 15) for P.C.C.

Plain/Reinforced cement concrete in open Foundation complete as per drawing and Technical Specifications. As per MORT&H specification clause 1500,1700&2100 (Grade M 30)

Plain/Reinforced cement concrete for wall & slab etc . complete as per drawing and Technical Specifications. As per MORT&H specification clause 1500,1700 & 2100 (Grade M 30)

Drainage Spouts complete as per drawing and Technical specification MORT&H Clause 2705

Providing and laying Boulders apron on river bed for protection against scour with stone boulders weighting not less than 40 kg each complete as per drawing and technical specification MORT&H Cclause no.2503

Back filling sand behind abutment ,wing wall and return wall complete as per drawing and Technical Specification MORT&H clause no.710.1.4 OF IRC:78&2000

Providing weep holes in Brick masonery /plain /Reinforced concrete abutment ,wing wall /return wall with 100 mm dia AC pipe .extended through the full width of structure with slope of 1H:2V towards drawing face . Complete as per drawing and technical specification of MORT&H 2706&2200.

Dismantling of reinforced cement concrete ,wood work ,steel work , including T&P and scaffolding where necessary, sorting the dismantling material ,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 meters. Prestressed /&above

Dismantling of Brick / tile work including T&P and scaffolding where necessary, sorting the dismantling material ,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 meters.

Providing & laying of 80 mm thick rubber moulded inter locking paver tiles incl.30 mm thick fine sand cusion bed in proper slope & camber including all material ,labour ,T&P etc. required for proper completion of the work.

Markings of centre line, Road edge lines on both side of Road with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (up to date revision)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Supply fixing of delineators( Road way indicators hazard marker, object marker)80 to 100 cm high above fixing bed level, painted block and white in 15 cm wide strips fitted with 80X100mm rectangular or 75 mm dia circular reflectorized panel at top ,buried or pressed into the ground and conforming to IRC 79 and the drawing

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (cautionary and mandatory board)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 1st Year (@0.00% of Total work amount 1 to 29) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 2nd Year (@0.25% of Total work amount 1 to 29) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 3rd Year (@0.50% of Total work amount 1 to 29) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 4th Year (@0.75% of Total work amount 1 to 29) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 5th Year (@1.00% of Total work amount 1 to 29) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

AMBE INFRAPROJECTS PRIVATE LIMITED