WIDENING AND STRENGTHENING OF SHAHABAD BEJHA BASATNAGAR ANANGPUR, SULTANPUR, DHANINAGLA ROAD (ODR) CH 1.000 TO 15.300 (LENGTH 14.300 KM) IN DISTT. HARDOI. (WITH FIVE YEARS MAINTENANCE) BY FDR TECHNIQUE

Amount

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. (Including labour Cess & Excluding GST)

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 (Including labour Cess & Excluding GST)

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. Compaction only. (Including labour Cess & Excluding GST)

Stablized Sub-base (FDR Technology) Providing, laying, spreading and compacting of existing granular material adding cement using truck mounted / self propelled cement spreader shall have variable working width with microprocessor, controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized/stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller, Pneumatic roller and vibratory Pad Foot pad roller (20 tonne) to to achieve design unconfined compressive strength. (Including labour Cess & Excluding GST)

Providing, laying, and spreading graded stone aggregate to Stablized wet mix macadam (cement 1% OPC & 3.5% SS Bitumen emulsion by weight of mix. ) and 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 Subbase/ Base course on well prepared surface and density Compacting with vibratory roller to achieve the desired Density.. (Including labour Cess & Excluding GST)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Including labour Cess & Excluding GST)

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 clause No. 507 complete in all respects (Grading-2) (Including labour Cess & Excluding GST)

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 (Including labour Cess & Excluding GST)

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Including labour Cess & Excluding GST)

Excavation in foundation in in black cotton soil requring the use of special tools and plant such as pickaxes / sabbals etc. including lift up to 1.5m and lead up to 30m (100 ft) and including filling. Watering and ramming of excavated earth in to the trenches or in to the space between the structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer– in–charge up to distance of 30.00 m (100 ft) from the foundation trenches (S.L. No. 252) (Including labour Cess & Excluding GST)

Laying reinforced cement concrement pipe of 1000 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (Including labour Cess & Excluding GST)

Laying reinforced cement concrement pipe of 600 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (Including labour Cess & Excluding 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. (Including labour Cess & Excluding GST)

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations . (Including labour Cess & Excluding GST)

R.C.C. work cement approved coarse sand, and 2 Cm. (3/4") gauge approved stone ballast in the proportion M-25 in lintels of doors and windows, excluding supply of reinforeement and its bending but ........ required for proper completion of the work binding wire to be supplied by the contractor free of cost for:- (Including labour Cess & Excluding GST)

Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 (Including labour Cess & Excluding GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (Including labour Cess & Excluding GST)

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

Plastering with cement mortar (1:3) in substructure/superstracutre as per technical specification.

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200) (Including labour Cess & Excluding GST)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (Including labour Cess & Excluding GST)

Providing and Laying Brick soling including all Complete (Including labour Cess & Excluding GST)

Maintenance of Constructed Road for next Five Year after the actual date of completion,Total maintenace Cost 2.50% of BOQ shall be paid in the form of installment as below,The payment shall be the inclusive of cess but Excluding GST,Payment shall be done as per satisfaction of Engineer-in-Charge regarding maintenance work carried out by Contractor. (i) From Completion of 1 Year to 2nd Year 0.25% of Bill Amount.

(ii) 2nd Year to 3rd Year 0.50% of Bill Amount.

(iii) 3rd Year to 4th Year 0.75% of Bill Amount.

(iv) 4th Year to 5th Year 1.00% of Bill Amount.

SIDDHARTH CONSTRUCTION (BID ID -4876096)

M/s Pradeep Pathak Contractor (BID ID -4879236)

rohit construction company (BID ID -4869037)

Jagdish Saran (BID ID -4874658)