WIDENING AND STRENGTHENING OF SANDI SHAHABAD ROAD (ODR) FROM KM 1 TO 38 UNDER RAJYA YOJANA (SAMANYA) SCHEME (LENGTH 38.00 KM) IN DISTT-HARDOI

Amount

Dismantling of existing structures, like culverts, bridges, retaining wall and other structure comprising of brick masonary,including unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (Including labour Cess)

Earthwork 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,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. (Widening). (Including labour Cess)

Earthwork in construction of subgrade/ embankment with material obtained from excavation at item No. 3, with all lifts and lead, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Machenical compaction only).. (Including labour Cess)

Construction of subgrade with approved material obtained from borrow pits with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2 ( Including labour Cess).

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Including labour Cess).

Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scraified material within all lifts and lead upto 1000 metres. (Including labour Cess)

Providing, laying, and spreading 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, gradding with motor gradder, spreading designed quantity of cement using truck mounted/self propelled cement spreader having variable working width with micro prpcessor controlled spray rate through augers and cellular wheels. Also mixing with foamed bitumen in situ pulverized/ stabilize using four wheeled drive recycler having working depth upto 50 cm with variable depth controll system. Compacting with vibratory roller to achieve the desired indirect tensile strength to form a layer of base as per specification with 1% OPC & 3.5% SS Bitumen emulsion by weight of mix. (Including labour Cess).

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits(carted earth) with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2 (Including labour Cess).

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . (Including labour Cess )

Providing and laying bituminious concrete using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 MoRT & H Specifications Clause 509 complete in all respects. (Including labour Cess)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (Including labour Cess)

Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . (Including labour Cess).

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days (Including labour Cess).

Furnishing and placing reinforced cement concrete grade M-20 in Sub/super structure as per drawing and Technical Specifications (Including labour Cess).

Furnishing and placing reinforced cement concrete grade M-25 in Sub/super structure as per drawing and Technical Specifications (Including labour Cess).

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses (Including labour Cess).

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

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).

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 (Including labour Cess).

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

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

M/s PBC Infrastructure India Private Limited

M/s Chopra Traders