Widening and strengthening of 4 Lane from chainage 0.000 to 21.750 of Deoria Barahaj Road ODR in Dist Deoria

Clearing and grubbing road Cleaning 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. (Excluding G.S.T)

Removal of stumps and roots including backfilling with suitable material to required compaction Removal (including stacking and proper handling over to concered Authority) of stumps and roots of trees having girth 300 mm and backfilling the pit created to required compaction complete as per technical specification clause 201 and 305 or as directed by the engineer, for girth size above 300mm. (Excluding G.S.T)

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.(Trench Excavation) Excavation in soil using hydraulic excavator CK-90 with disposal of earth in immediate vicinity without tippers. (Excluding G.S.T)

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.(Trench Excavation) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal 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 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 area lead upto 8 km with all lifts & leads , Transporting to site , spreading, grading to required slope and compacted to 97% proctor density requirement of Table No. 300-2 MORTH specification no. 305.(Excluding G.S.T)

Dismantling of granular course and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately(Excluding G.S.T)

Granular Sub-Base Only Laying cost for Using reclaimed granular 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 (Only Laying cost for Using reclaimed granular material)(Excluding G.S.T)

Granular Sub-Base with Graded Material (Table:- 400-1) Grade III Construction of granular sub-base Grade III 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)

Granular Sub-Base with Graded Material (Table:- 400-1) Grade I Construction of granular sub-base Grade I 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 Macadam (Plant Mix Method) 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(Excluding G.S.T)

Prime coat 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.(Excluding G.S.T)

DENSE BITUMINOUS MACADAM Grade II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 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 respects.(Excluding G.S.T)

Tack coat on Bituminous surfaces Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(Excluding G.S.T)

Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity 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.(Excluding G.S.T)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409.(Excluding G.S.T)

Planting and Maintaining of Flowering Plants and Shrubs(Excluding G.S.T)

Painting of kerbs with two coats synthetic enamel paint in all shades on new concrete surface after filling earth in median as per MORT&H specificaiton No 14.16.(800)(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)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. as per S.No 9.5 and Reference to MORT&H Specification no. 1300 (Excluding G.S.T)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. as per S.No. 9.10 and Reference to MORT&H Specification no. 1600 (Excluding G.S.T)

Providing weep holes with 150 mm dia PVC pipe (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 44 @ 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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