Widening and Strengthening of Lalitpur City Portion road in Km. 88 to 90.500

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 1000 m. (as per MORT&H Specification No. 301, Sl. No. 3.60 mechanical means (depth up 3m) (including all Taxes but excluding GST & Roilty)

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 as per MORT&H Specification No. 305, Sl. No. 3.17 (including all Taxes but excluding GST & Roilty)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (including all Taxes but excluding GST & Roilty)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and 5 Km. leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. as per MORT&H Specification. (including all Taxes but excluding GST & Roilty)

Construction of granular sub-base by providing close graded material, mixing spreading in uniform layers with motor grader on prepared surface, mixing by mix in plade method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per MORT&H Specification No. 401 (including all Taxes but excluding GST)

WMM+1% OPC Cement + 3.5% Emulsion: Providing laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement and 3.5% emulsion in uniform single layers on surface/sub-base/base grade and compacting with road roller to achieve the desired density. As per MOR&TH specification No. 406 (including all Taxes but excluding GST)

Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (including all Taxes but excluding GST)

Providing and laying bituminous concreate with 100 TPH batch type hot mix plant producing an average outpur of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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 Morth Specification clause 509 complete in all respects. (including all Taxes but excluding GST)

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 MORT&H Specification No. 304, Sl. No. 12.1 mechanical means (depth up 3m) (including all Taxes but 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. (as per MoRT&H Specification No. 2100 S.l No. 12.4) (including all Taxes but excluding GST)

Reinforced cement concrete in open foundation complete as per drawing and technical specification (RCC grade M 25) (Case-I: Using concrete Mixer (as per MoRT&H Specification No. 1500, 1700 & 2100) Sl. No. 12.8E (including all Taxes but excluding GST)

Supplying, fitting and placing HYSD bar reinforcement in substructure complete (as per drawing and Technical specification MORT&H no. 1600 & 2200 Sl. No. 13.6) (including all Taxes but excluding GST)

Ashish Enterprises

Seema Construction Co.