Widening and Strengthening work in the part of Bhikhampur Deoria Karhakol Road (M.D.R.) from ch 13.000 to 21.000 in District Deoria

Excavation in Soil using hydraulic Excavator and Tipper with Disposal upto 1000 metres. Excavation for roadway in soil with hydaulic excavator including cuttig and loading in tipper, trimming bottom and side slopes, in accodace with requirment of lines, grades and cross section, transporting to the embankment location within all lifts and lead upto 1000 metres. (Excluding G.S.T)

Construction of Embankment with Material Deposited from Roadway Cutting. 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.(Excluding G.S.T)

Construction of Embankment with Material obtained from Borrow pits. 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. (Excluding G.S.T)

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Excluding G.S.T)

Granular Sub-Base with Graded Material 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 (Excluding G.S.T)

Wet Mix Macadem 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 pave (Excluding G.S.T)

Prime Coat over WMM/WBM 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 to 1.00 kg/sqm using mechanical means. (Excluding G.S.T)

Dense Graded Bituminous Macadam Grading I 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. (Excluding G.S.T)

DLC Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.(Excluding G.S.T)

PQC Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. (Excluding G.S.T)

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Excluding G.S.T)

Bituminous Concrete Grade-II Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 509 complete in all respects. (Excluding G.S.T)

U Type Drain Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Excluding G.S.T)

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. as per S.No. 12.04 and Reference to MORT&H Specification no. 2100 (Excluding G.S.T)

RCC Grade M20 Using batching plant, transit mixer & manual placing (in Bed Block & Deck Slab)as per S.No. 12.08 E (case II) and Reference to MORT&H Specification no. (Excluding G.S.T)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications. as per S.No. 15.13 and Reference to MORT&H Specification no. 1600 (Excluding G.S.T)

Box Culverts 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..Reference to MORT&H Specification 304 Sr No.15.01 (Excluding G.S.T)

Plain Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORT&H Specification1500, 1700 & 2100 Sr No.15.11 (Excluding G.S.T)

Plain Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications.(Execluding G.S.T)

Reinforced Cement Concrete (Grade M30) in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORT&H Specification 1500, 1700 & 2100 Sr No.15.11 (Excluding G.S.T)

Reinforced Cement Concrete (Grade M30) for wall & slab etc. complete as per Drawing and Technical Specifications..Reference to MORT&H Specification 1500, 1700 & 2100 Sr No.15.12.(Excluding G.S.T)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1600 Sr No.15.13 (Excluding G.S.T)

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. Reference to MORT&H Specification 2706 & 2200 Sr No.15.14 (Excluding G.S.T)

Drainage Spouts complete as per drawing and Technical specification. Reference to MORT&H Specification 2705 Sr No.15.17 (Excluding G.S.T)

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORT&H Specification 2702 Sr No.15.18(Excluding G.S.T)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORT&H Specification710.1.4.of IRC:78 & 2200 Sr No.13.9. (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. Reference to MORT&H Specification 2503 Sr No.16.01(Excluding G.S.T)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Reference to MORT&H Specification 2504 Sr No.16.05. (Excluding G.S.T)

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.Reference to MORT&H Specification 2504 Sr No.16.04. (Excluding G.S.T)

Supply and laying of 1000 mm NP-3 hume pipe. including cost of all materials, loading, unloading etc.. (Excluding G.S.T)

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.Reference to MORT&H Specification 305 Sr No.3.16 (Excluding G.S.T)

First class brick on edge floor laid dry joint sand filled including preparation of baseto proper slope and its ramming and including supply of all materials, labour and T&P etc. required for proper complition of the work.as per Sor 753 (Excluding G.S.T)

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 m (200ft.) S.No.692 (Excluding G.S.T)

Dismantling RCC or reinforcement brick work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 m (200ft.) S.No.694 (Excluding G.S.T)

Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024 /lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx&1 fnuakd 16-01-2024 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689lh&vks0ih0vkj0,e0lh0@ewy&23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost Item No. 1 to 34 @ Zero percent on 1st year & for 2nd year @ 0.25%

Maintenance Charge for 3rd Year @ 0.50%

Maintenance Charge for 4th Year @ 0.75%

Maintenance Charge for 5th Year @ 1.00%

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