Strengthening work from Ch. 0.00 to 11.00 of Khaga Naubasta Road-5817

Amount

Excavation in foundation in soil mixed with moorum/ shingle/Kanker requiring the use of special T&P such as pick axes, sabbals etc including lift up to 1.50 meter and lead upto 30 mtr including filling watering and ramming of excavated earth into the trenches of 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 incharge upto a distance of 30m from the foudation trenches. (SOR Item No. 252) Rate including labour cess.

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 MORT&H specification No.301 sl No.3.6. Rate including labour cess.

Providing and Laying of Blanket coat by providing, laying, spreading and compacting coarse sand in uniform layer on a prepared surface with motor grader and compacting with power roller etc as per MORT&H Specification No.404.3.2. Rate including labour cess.

Relaying of granular sub-base by providing old excavated material with new finer materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. sl No.4.2. Rate including labour cess.

Construction of granular sub-base by providing coarse graded material grade-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. sl No.4.2 Rate including labour cess and royalty.

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification No. 406. Rate including labour cess and royalty.

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. Rate including labour cess.

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) @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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.(DBM Grade-I) Rate including labour cess and royalty.

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 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.(DBM Grade-II) Rate including labour cess and royalty.

Providing and applying tack coat with bitumen emulsion(VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.as per technical specification. Rate including labour cess.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 (B.C.- Grade-II) Rate including labour cess and royalty.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement M-40 Grade, 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 drawing . Rate including labour cess and royalty.

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. MORTH specification No. 304-9.1 Rate including labour cess.

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. MORTH specification no. 2100-9.40 Rate including labour cess and royalty.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsNo. 1500,1700,2100- 9.14 Rate including labour cess and royalty. RCC Grade M25 using batching plant transit mixer & Concrete pump

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications No. 1600-9.07 Rate including labour cess.

Construction of Earthen Shoulders / Patri with approved material obtained from Road site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Rate including labour cess.

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. (Compection Only) Rate including labour cess.

Construction of Earthen Shoulders / Patri with approved material obtained from Road site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (2Km. Cartage) Rate including labour cess.

Shivam Construction And Suppliers (BID ID -5769152)

NBTC INFRACON LLP (BID ID -5766590)

M/s S.S. ASSOCIATES (BID ID -5770803)

Bansal Highway Infratech Pvt Ltd (BID ID -5772533)

Ashok Kumar Chhabra Constructions Pvt.Ltd. (BID ID -5771877)

M/s Prakash Construction (BID ID -5770664)

J.P.ENTERPRISES (BID ID -5772055)

M/s Raj Laxmi Enterprises (BID ID -5772767)

JAI PRAKASH PANDEY (BID ID -5772367)

ANUSHREE INFRA PROJECTS PVT LTD (BID ID -5772012)

SRS EXPRESS PRIVATE LIMITED (BID ID -5770892)

Jeet Construction (BID ID -5770047)

M/s Jagdamba Enterprises (BID ID -5768987)