Work of widening and strengthening of the missing link of Padrauna Bypass in Kushinagar district from Km-540 Big Canal culvert of NH-730 to Jangal Belwa Khirkiya (increasing the length from 7.000 km and width from 3.00 meter to 7.00 meter)

Amount

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.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 Spec. No. 301, sr no-306 and complete in all respect as per engineer in charge.

Construction of Embankment with Material obtained from Borrowpits -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. as per MORT&H Spec. No. 305, sr no-3.18 table 300-2 and Complete in all respect as per engineer in charge

GSB :- Construction of granular sub-base by providing Close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete As per Sr No. 4.1 & MoRT&H Specification Ref. No. 401(B) (GST will be paid extra as applicable) including labour cess and Complete in all respect as per engineer in charge

WMM :- Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406. sr no. 4.14 (GST will be paid extra as applicable) including labour cess and Complete in all respect as per engineer in charge

Providing and applying primer coat with bitumen/Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (As per MORTH Specification. 502(ii) sr no.- 5.10) and Complete in all respect as per engineer in charge

DBM :- Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.50 percent by weight of total mix and filler, fransporting 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.. As per Sr No. 5.6 & MoRT&H Specification Ref. No. 507 (GST will be paid extra as applicable) including labour cess and Complete in all respect as per engineer in charge

Tack Coat-II:- Providing and applying tack coat ( over bituminous surface) with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per Sr No. 5.2 & MoRT&H Specification Ref. No. 503 (GST will be paid extra as applicable) including labour cess and Complete in all respect as per engineer in charge

BC:- Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 40) @ 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 per Sr No. 5.8 & MoRT&H Specification Ref. No. 509 (GST will be paid extra as applicable) including labour cess and Complete in all respect as per engineer in charge

Construction of sub-grade and erthen shoulders 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. As per Sr No. 3.18 MoRT&H Specification Ref. No. 305 (For Pateri Work) (GST will be paid extra as applicable) including labour cess and Complete in all respect as per engineer in charge

Construction of minor Bridge 1X3.00m Span Excavation for Foundation 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 Spec. No. 301, sr no-306 and complete in all respect as per engineer in charge.

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 Spec. No. 21.03 and complete in all respect as per engineer in charge.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications as per MORT&H Spec. No. 1300, sr no-12.5 and complete in all respect as per engineer in charge.

R.C.C. M-20, work with cement approved coarse sand and 2 cm (3/4") gauge approved stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. As per Clause 12.08 Case-II a and complete in all respect as per engineer in charge.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per MORT&H Spec. No. 1600, sr no-15.13 and complete in all respect as per engineer in charge.

Pointing with cement mortar (1:3) on brick work in sub structure as per technical specification As per Clause 1300 & 2200 sr no-13.03 and complete in all respect as per engineer in charge.

Providing and laying of weephole in brick massaonary in abutment with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1v:20 h toward drawing force complete as per drawing and technical specification ( MORTH & H - 13.8/2706&2200) and complete in all respect as per engineer in charge.

Construction of minor Bridge 1X6.00m Span Excavation for Foundation 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 Spec. No. 301, sr no-306 and complete in all respect as per engineer in charge.

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 Spec. No. 21.03 and complete in all respect as per engineer in charge.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications as per MORT&H Spec. No. 1300, sr no-12.5 and complete in all respect as per engineer in charge.

R.C.C. M-20, work with cement approved coarse sand and 2 cm (3/4") gauge approved stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. As per Clause 12.08 Case-II

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications As per as per Mort&H Spec. No. 1600, sr no-15.13 and complete in all respect as per engineer in charge.

Pointing with cement mortar (1:3) on brick work in sub structure as per technical specification As per Clause 1300 & 2200 sr no-13.03 and complete in all respect as per engineer in charge.

Providing and laying of weephole in brick massaonary in abutment with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1v:20 h toward drawing force complete as per drawing and technical specification ( MORTH & H - 13.8/2706&2200) and complete in all respect as per engineer in charge.

Construction of 1000mm hume pipe Excavation for Foundation 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 Spec. No. 301, sr no-306 and complete in all respect as per engineer in charge.

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 Spec. No. 21.03 and complete in all respect as per engineer in charge.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications as per MORT&H Spec. No. 1300, sr no-12.5 and complete in all respect as per engineer in charge.

Providing, Laying & fixing of 1000 mm dia Hume pipe NP-3 type. As per S.I.No. 458 -2003 Sr. No. 9 as per PWD Spec. Sl No. 458-2003, sr no-9 and complete in all respect as per engineer in charge.

Pointing with cement mortar(1:3) on brick work in sub structure as per technical specification As per Clause 1300 & 2200 sr no- 13.03 and complete in all respect as per engineer in charge.

Ajay Builders Engineers & Construction OPC Pvt. Ltd.

M/S G S COATINGS