Widening and Strengthening of Tambaur Mahmoodabad Road (MDR-79C) Ch. 22.400 to 53.00 in District Sitapur

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per morth specification no 201 SOR Sitapur Ch. 22.400 to 38.000

Construction of embankment with approved materials obtained from Rodway cutting with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Ch. 22.400 to 38.000

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 Ch. 22.400 to 38.000

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. Ch. 22.400 to 38.000

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Ch. 22.400 to 38.000

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 density. Ch. 22.400 to 38.000

Providing and applying primer coat with SS2 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. Ch. 22.400 to 38.000

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG_30 @ 4.50 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. (Dense Graded Bituminous Macadam Grading 2) Ch. 22.400 to 38.000

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Only spreading and Compacting) Ch. 22.400 to 38.000

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom . Ch. 22.400 to 38.000

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG_30 @ 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. (Bituminous Concrete Grading 2) Ch. 22.400 to 38.000

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Ch. 38.000 to 53.000

Providing and Laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Ch. 38.000 to 53.000

Hume Pipe Culvert Dismantling Brickwork or stone work in lime and cement mortar and including stacking of material as directed by E/I with in a distance of 60 mtr (200feet) As per sor Item no 692&694 0f Chap-17 Ch. 38.000 to 53.000

Earth work 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 and backfilling with approved material. Ch. 22.400 to 38.000

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. Ch. 22.400 to 38.000

Brick Masonry Work in Cement Mortar 1:3 in Foundation/Substructures complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Ch. 22.400 to 38.000

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. Ch. 22.400 to 38.000

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. Ch. 38.000 to 53.000

Laying Reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . Ch. 22.400 to 38.000

RCC Culverts Dismantling Brickwork or stone work in lime and cement mortar and including stacking of material as directed by E/I with in a distance of 60 mtr (200feet) As per sor Item no 692&694 0f Chap-17 Ch. 22.400 to 38.000

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,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ch. 22.400 to 38.000

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.as per technical specification clouse 408 Ch. 22.400 to 38.000

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 Ch. 22.400 to 38.000

Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 Ch. 22.400 to 38.000

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 Ch. 22.400 to 38.000

Plane/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications. (M-20) Ch. 22.400 to 38.000

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Ch. 22.400 to 38.000

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Ch. 22.400 to 38.000

Drainage Spouts complete as per drawing and Technical specification Ch. 22.400 to 38.000

Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete. Ch. 22.400 to 38.000

Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete. Ch. 22.400 to 38.000

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. Ch. 22.400 to 38.000

Laying reinforced cement concrement 1000mm Dia NP4 Hume pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets Ch. 22.400 to 38.000

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. Ch. 22.400 to 38.000

Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412 Ch. 22.400 to 38.000

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th kilometre stone (precast) Ch. 22.400 to 38.000

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Ch. 22.400 to 38.000

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone Ch. 22.400 to 38.000

Routine maintenance charge @ 2.50% of total cost, up to 5 Years for any diffect / damaged found after construction of all works including restoration of paved surface , shoulders , culverts road furniture etc complete. As per direction of E/I.

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