Widening and Strengthening work of Sonoula Ramnagar Desahi Deoria road (ODR) in District Deoria

Earth Work in Excavation in Trenches 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 (Ex. GST)

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. (Ex. GST)

Construction of Embankment with Material obtained from Borrowpits (Without Cartage) 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. (Ex. GST)

Construction of Embankment with Material obtained from Borrowpits (With 1 km Cartage) Construction of embankment with approved material obtained from borrow pits (With 1 km Cartage) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ex. 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 (Ex. GST)

Granular Sub-Base with close Graded Material (a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move) SI. No. 251 (Ex. GST)

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. (Ex. GST)

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 kg/sqm using mechanical means. (Ex. GST)

Dense Graded Bituminous Macadam Grading II Providing and laying dense graded bituminous macadam 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. (Ex. GST)

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. (Ex. GST)

Bituminous Concrete Grading II Providing and laying bituminous concrete 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 (Ex. 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. (Ex. GST)

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.(Ex. GST)

Concrete with 4 cms gauge brick ballast fine sand of 1.25 fineness modules and cement in the ratio 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc required for proper completion of the work as per SI NO-275(Ex. GST)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. (Ex. GST)

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications (Ex. GST)

1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SI No 305A (Ex. 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 (Ex. GST)

Furnishing and Placing Reinforced M30 cement concrete in super-structure as per drawing and Technical Specification (Ex. GST)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (Ex. GST)

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.(Ex. GST)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Ex. GST)

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.(Ex. GST)

Supply of R.C.C. Hume Pipe NP-3 Including collars/spigot so elected type Joint confirming to BIS specification. As per IS 458 : 2003 (Ex. GST)

Maintenance of Constructed Road for next Five Year after completion of work Shall be paid as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099-113/2023 लोक निर्माण अनुभाग- 1दिनांक 16.01.2024 एवं कार्यालय प्रमुख अभियन्‍ता यातायात वर्ग लो०नि०वि० लखनऊ का पत्रांक-3689-ओ०पी०आर०एम०सी०/मूल-23-24 दिनांक 17.02.2024 Payment Shall be done as per satisfaction of engineer in charge 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 24 Rs. ___________________ @ Zero Percent & for 2nd year @ 0.25%

Maintenance Charge for Third Year@ 0.50%

Maintenance Charge for Fourth Year@ 0.75 %

Maintenance Charge for Fifth Year@ 1%

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