Widening and strengthening work of Nabua Jatha Road (ODR) (Ch 0.000 to 11.200) (Lenth 11.200 Km) in District Kushinagar

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees. girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceble materials and stacking of serviceable material to be used of auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness. As per Sr. No. 2.03 and Reference to MORT&H Specification no. 201 (Excluding G.S.T)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 Sr. No. 3.06 and Reference to MORT&H Specification no. 301 (Excluding G.S.T)

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 Sr. No. 3.17 and Reference to MORT&H Specification no. 305 (Excluding G.S.T)

Construction of sub base with Garded 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. As per Sr. No. 4.01 and Reference to MORT&H Specification no. 401 (Excluding G.S.T)

Wet Mix Macadam (Plant Mixed Method) Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per Sr. No. 4.14 and Reference to MORT&H Specification no. 406 (Excluding G.S.T)

Wet Mix Macadam (Stablised). Providing, laying, spreading and compacting graded stone aggregate to stabilized wet mix macadam (ETA) specification including premixing the Material with Cement @ 1%, Bitumen Emulsion @ 3.5% and 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 complete in all respects as directed by Engineer-in-Charge. (Excluding G.S.T)

Tack Coat on Bituminous Surface :- 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 Sr. No. 5.02 and Reference to MORT&H Specification no. 503 (Excluding G.S.T)

Bituminous Concrete Gradeing II :- Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 5.4 percent 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 Sr. No. 5.05 and Reference to MORT&H Specification no. 507(B) (Excluding G.S.T)

Construction of sub-grade and erthen shoulders 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 Sr. No. 3.18 and Reference to MORT&H Specification no. 305 (Excluding G.S.T)

Construction 900 mm dia NP-3 Hume pipe cuIvert, including cost of all material, labour, T&P etc. required for proper completion of the work. (Excluding G.S.T)

Construction 600 mm dia NP-3 Hume pipe culvert, including cost of all material, labour, T&P etc. required for proper completion of the work. (Excluding G.S.T)

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for. As per Sr. No. 12.01(I) and Reference to MORT&H Specification no. 304 (Excluding G.S.T)

Brick masonry work in 1:3 in sub-structure/Super Structure complete excluding pointing and plastering, as per drawing and Technical Specifications (GST will be paid extra as applicable). As per Sr. No. 13.01 and Reference to MORT&H Specification no. 1300 & 2200 (Excluding G.S.T)

Plain cement concrete M-15 in open foundation complete as per Drawing and Technical Specification. As per Sr. No. 13.05 and Reference to MORT&H Specification no. 1500,1700 & 2200 (Excluding G.S.T)

Plain cement concrete M-30 in open foundation complete as per Drawing and Technical Specification. As per Sr. No. 12.08 and Reference to MORT&H Specification no. 1500,1700 & 2200 (Excluding G.S.T

Plain/Reinforced Cement Concrete for wall and slab etc complete as per Drawing and Technical Specifications (M30). As per Sr. No. 13.05 and Reference to MORT&H Specification no. 1500,1700 & 2200 (Excluding G.S.T)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. As per Sr. No. 15.13 and Reference to MORT&H Specification no. 1600 (Excluding G.S.T)

Providing and laying Weephole. (Excluding G.S.T)

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 Morth. S.I.No. 12.01 Clause. 304. (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. (GST will be paid extra as applicable). As per Sr. No. 12.04 and Reference to MORT&H Specification no. 2100 (Excluding G.S.T)

RCC Grade M-25 Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications Using concrete mixer (for drain). As per Sr. No. 12.08 E case II and Reference to MORT&H Specification no. (Excluding G.S.T)

AJAY ASSOCIATES (BID ID -4827436)