Construction of Shtabdi puram to Mahua Tiraha Via Sriram Chauraha Road (With 5 Year Maintinance) LOT 5 of 5

Amount

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 Ref. No. 301 & Sr No. 3.06 (Including Labour Cess & GST will paid extra as applicable)

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 MORT&H Specification & Clause No.401, 4.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)

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.As per MORTH Specification & clause No. 503, 5.02 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)

Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH 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 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(B), 5.05 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)

Providing and laying of factory made 80 mm thick rubber moulded Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. As per PWD SOR GKP Chhapter-20 SI No New Item-1 (Including Labour Cess & GST will paid extra as applicable)

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 Specification & clause No. 304 B, 12.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)

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 MoRT&H Specification Ref. No. 2100 & Sr No. 12.04 Using Batching Plant (Including Labour Cess & GST will paid extra as applicable)

Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification (for RCC Drain) As per MORTH Specification & clause No. 12.08, 1500,1700 & 2100 complete in all respect as per direction of Engineer in Charge RCC Grade M20 Using Batching Plant (Including Labour Cess & GST will paid extra as applicable)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications As per MoRT&H Specification Ref. No. 1600 Sr No. 12.42 (Including Labour Cess & GST will paid extra as applicable)

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 As per MoRT&H Specification Ref. No. 2706 & 2200.2 Sr No. 13.08 (Including Labour Cess & GST will paid extra as applicable)

M/s AJAY KUMAR SAHI (BID ID -5175363)

SHAKUNTALA SINGH (BID ID -5159903)