Construction of Dahla Chauraha to Goddhoiya Nala Via Sangam Chauraha Road (With 5 Year Maintinance) LOT 4 of 5

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MORT&H Spe. 201 Sr. no 2.03 (Including Labour Cess & GST will paid extra as applicable)

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 embankment with approved material obtained fromRight of way 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 MoRT&H Specification Ref. No. 305 & Sr No. 3.16 (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, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. as per MORT&H Specification & Clause No.404, 4.11A complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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 MORTH Specification & clause No. 602, 6.02 ( Sub Anly 21.19C PQC M35 grade using patching plant-120cum capacity) 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)

Om Nath Yadav (BID ID -5160389)

M/S AJIT CONSTRUCTION AND ORDER SUPPLIER (BID ID -5175232)

SHAKUNTALA SINGH (BID ID -5159901)