Widening and Strengthening of Kaudiram Jagdeshpur Dihwa Harpur Chini Mill Road ODR in Distt Gorakhpur LOT NO- 1 of 1

Road Work

Cleaning and grubbing road land including uprooting rank vegitation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction , upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness . as per MoRTH Specification 201 Clause 2.03 (Including Labour Cess & GST will paid extra as applicable)

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 as per MoRTH Specification 301 Clause 3.7 (Including Labour Cess & GST will paid extra as applicable)

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.( Lead 8 km)as per MoRTH Specification 305 Clause 3.16 (Including Labour Cess & GST will paid extra as applicable)

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 MoRTH Specification 305 Clause 3.17 (Including Labour Cess & GST will paid extra as applicable)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 8 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305 (Including Labour Cess & GST will paid extra as applicable)

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 MoRTH Specification 406 Clause 4.14 (Including Labour Cess & GST will paid extra as applicable)

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. as per MoRTH Specification 406 Clause 4.14 (Including Labour Cess & GST will paid extra as applicable)

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. as per MoRTH Specification 502 Clause 5.01 (Including Labour Cess & GST will paid extra as applicable)

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 505 Clause 5.04 complete in all respects.(Including Labour Cess & GST will paid extra as applicable)

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.as per MoRTH Specification 502 Clause 5.02 (Including Labour Cess & GST will paid extra as applicable)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 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 507 Clause 5.05 complete in all respects (Including Labour Cess & GST will paid extra as applicable)

Construction/Extention RCC Culvert Construction of 450mmx600mm U Type Drain

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. Ref. to MoRTH Spec. 304 B 12.1 (I)

Plain/Reinforced Cement Concrete in PCC Grade M-15 in Box Culvert Foundation complete as per Drawing and Technical Specifications. 12.8-A Ref. to MoRTH Spec.1500, 1700 & 2100

Plain/Reinforced Cement Concrete in box culvert (foundation) complete as per Drawing and Technical 15.12 Specifications.1500, 1700 & 2100 M-30 Grade

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification Ref. to MoRTH Spec. 13.7- 1600 & 2200 (Rates are exclusive of GST

Dewatering of foundation , trenches by 8 HP diesel operator pumps including all labour , materials , T&P etc. complete work ( Taking unit 1 Hrs per Pumps )

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ( 1 no in every 1.50 M length) Ref. to MoRTH Spec. 13.8- 2706 & 2200

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 MoRTH Specification 2100 Clause 12.04

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. as per MoRTH Specification 1300 Clause 12.05

Brick Masonry Work in Cement Mortar 1:3 in Sub-structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. as per MoRTH Specification 1300, 2200 Clause 13.01

RCC Grade M 20 as per MoRTH Specification 12.8

M20 Plain/Reinforced Cement Concrete in Open Foundation culvert complete as per Drawing and Technical Specifications.as per MoRTH Specification 1500, 1700 & 22100 Clause 12.08

M-25 Reinforced Cement Concrete in slab culvert complete as per Drawing and Technical Specification as per MoRTH Specification 14.1B

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification as per MoRTH Specification 1500, 1600 & 1700 Clause 14.01

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

O.B.B Filter Material behind abutment & wing wall

Providing and laying Tarfelt as per MoRTH Specification 1300 & 2200 Clause 13.20

Providing and laying Sheltax board

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification as per MoRTH Specification 13.10

P/L of Weep holes inclg all labour material T&P etc complete as per MoRTH Specification 2700& 2200

Construction work of HP Culvert

Earth work in excavation in foundation as per S.I. No 251

Concrete with 40 mm gauge brick ballast, fine sand of 1.25 F.M. and cement in the proportion of 8:4:1 as per S.I.No. 275

Brick masonry work in Cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 and 1203 II. Brick masonery in 1:4 cement mortar

Providing & Laying of 900 mm dia Hume pipe NP-3 type

Struck pointing with 1:2 cement and fine sand. As per S.I. No. 574

05 Year Maintenance work

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 286571906.29 @ Zero percent & for 2nd year @ 0.25%

For 3rd year @ 0.50%

For 4th year @ 0.75%

For 5th year @ 1.00%