Widening and strengthening work of Karmaha Road (ODR) (Length-5.00 km) from km 36 of Gauri Bazar Hata Road in Deoria district

Earth Work in Excavation in Trenches Excavation for roadwork in soil using hydraulic excavatior including loading and unloading in tipper,trimming bottom and side slop trenches for carrring of cut earth to emankment site with all lift and lead up to 1000 mReference to MORT&H Specification no 301 and 3.1

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. as per 3.2 and reference to MORTH sppecification 305 (Excluding GST.)

Construction of Embankment with Material obtained from Borrowpits 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. as per 3.2 and MORT&H Specification reference to 305 (Excluding GST.)

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 as per 3.16 and reference to MORTH sppecification 305( Excluding GST.)

Granular Sub-Base with close Graded Material 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 as per clause MORTH specification clause 401 ( Excluding GST.)

WMM 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 MORTH specification clause 406( Excluding GST.)

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. MORTH specification clause502 (Excluding GST.)

Providing and laying dense graded bituminous macadam Gr- 2 with higher capacity batch type HMP 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 respects. (Excluding GST.)

Providing and applying tack coat with bitumen vg-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.MoRTH specification clause No. 503 (Excluding GST.)

Providing and laying bituminous concrete Gr-2 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 ( Excluding GST.)

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 MORTH specification clause 601 (Excluding GST).

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 drawingMorth specification clause 602( Excluding GST.)

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. as per MORT&H Specification no 304 ( Excluding GST.)

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 as per MORT&H Specification no2100 ( Excluding GST.)

RCC(M-20) Grade in drain wall, base comple as per. as per MORT&H Specification no2100 case 2 ( Excluding GST.)

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications as per MORT&H Specification no 1600 Sr no 9.16 (Excluding GST.)

Supply of 600 mm NP-3 Hume pipes (Excluding GST.)

Laying of 600 mm NP-3 Hume pipes (Excluding GST.)

Brick masonry work in 1:3 in sub- structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per MORT&H Specification no 1300&2200 sl no 9.8 (Excluding GST.)

Reintforced cement concrement M-25 in sub/super structure as per drawing and Technical Specifications. MORT&H Specification E case 2 sr no. 9.14 (Excluding GST.)

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification. as per MORT&H Specification no 1300&2200 Sr no 9.9 (Excluding GST.)

Plane/Reinforced Cement concretem mm 20 in wearing coat M-30 complete as per drawing and Technical Specifications MORTH Specifications 2702 (Excluding GST.)

Plastering with cement mortar (1:3) in substructure/superstracutre as per technical specification. As per as per MORT&H Specification 1300 &2200 Sr no. 9.10 (Excluding GST.)

Plain Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications.MORT&H Specification no Clouse 9.1.4 Case B II (Excluding GST.)

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 .Reference to MORT&H Specification .2706 & 2200(Excluding GST.)

Drainage Spouts complete as per drawing and Technical specification. Reference.Reference to MORT&H Specification Clouse 9.20 and2705 (Excluding GST.)

Back filling behind abutment, wing wall and return wall complete with gsb as per drawing and as per MORT&H Specification 304Specification 710.1.4& 2200 (Excluding GST.)

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

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 GST.).

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 615 (Excluding GST.)

Dismantling brick work or stone work in lime or cement mortar of all road culvert and including stacking of materials as directed by the Engineer-in-charge within a distance of 50 as per sor 694 (Excluding GST.)

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 31 @ Zero percent on 1st year & for 2nd year @ 0.25%

Maintenance Charge for 3rd Year @ 0.50% on item 1 to 31

Maintenance Charge for 4th Year @ 0.75% on item 1 to 31

Maintenance Charge for 5th Year @ 1% on item 1 to 31