Widening and strengthening work of Hata Pagra Ramnagar Sohsa Tekuatar Road (ODR) Ch 0.000 to 16.700 in District Kushinagar (Length-16.700 Km)

Amount

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 Sr. No. 3.16 and Reference to MORT&H Specification no. 305 (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 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 Sr. No. 3.17 and Reference to MORT&H Specification no. 305 (Excluding G.S.T)

Granular 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)

Providing and applying primer coat with 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 Sr. No. 5.1 and Reference to MORT&H Specification no. 502 A(Excluding G.S.T)

Dense graded bituminous macadam grading- II Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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 Sr. No. 5.04 and Reference to MORT&H Specification no. 505 B (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)

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 with approved material as per S.No. 12.01(I) and Reference to MORT&H Specification no. 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. as per S.No. 12.04 and Reference to MORT&H Specification no. 2100 (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 as per S.No.13.01 and Reference to MORT&H Specification no. 1300 & 2200 (Excluding G.S.T)

RCC Grade M25 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)

Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications. As per MoRT&H Spec. Sr. No. 13.02 clause 1300 & 2200. (Execluding G.S.T)

Back Filling Behind Abutment, Wing Wall and Return Wall complete as per drawing and Specification. As per MoRT&H Spec. Sr. No. 13.09 clause 710.1.4 of IRC:78 & 2200. (Execluding G.S.T)

Ajay Builders Engineers & Construction OPC Pvt. Ltd. (BID ID -4829267)