Widening And Strengthening Work of Salemgarh Mathiya Shriram Ahiraulidaan Marg (O.D.R.) (Length 13.800 km) In District Kushinagar

Amount

Excavation in soil using Hydraulic Excavator and Tipper with Disposal uoto 1000 :- 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 perSr No. 3.06 & MoRT&H Specification Ref. No. 301 (Excluding GST)

Construction of Embankment with Material Deposited from Roadway Cutting:-: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 perSr No. 3.17 & MoRT&H Specification Ref. No. 305(Excluding GST)

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 perSr No. 3.16 & MoRT&H Specification Ref. No. 305(Excluding GST)

Granular Sub-Base with Close Graded Material (Table:- 400- 1) Grade-1:- 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 perSr No. 4.01 & MoRT&H Specification Ref. No. 401 (Excluding GST)

Wet Mix macadam(Plant mix method) :- Providing, laying, spreading and compacting stone aggregates 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 perSr No. 4.14 & MoRT&H Specification Ref. No. 406 (Excluding GST)

Prime Coat over WMM/DBM:- Providing and applying primer coat with Ssi grade 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 perSr No. 5.01 & MoRT&H Specification Ref. No. 501A(i) (Excluding GST)

Dense Graded Bituminous Macadam:- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 complete in all respects.As perSr No. 5.04 & MoRT&H Specification Ref. No. 505B (Excluding GST)

Tack Coat on bituminous surface :- Providing and applying tack coat with bitumen Emusion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous cleaned with mechanical broom.. As perSr No. 5.2 & MoRT&H Specification Ref. No. 503 (i) (Excluding GST)

Bituminous Concrete Grading -II:- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 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. 5.05 & MoRT&H Specification Ref. No. 507B complete in all respects. (Excluding GST)

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 perSr No. 3.16 & MoRT&H Specification Ref. No. 305 (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per Sr. No. 3.13 & MoRT&H Specification Ref. No. 304 (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 Sr. No. 21.02 & MoRT&H Specification Ref. No. 2100 (Excluding GST)

Brick masonry work in 1:3 in sub-structure/Super Structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per Sr. No. 12.05 & MoRT&H Specification Ref. No. 1300 (Excluding GST) (Excluding GST)

Providing, Laying & fixing of 900 mm dia Hume pipe NP-3 type. As per S.I.No. 458 -2003 Sr. No. 9 (Excluding GST)

Providing, Laying & fixing of 600 mm dia Hume pipe NP-3 type. As per S.I.No. 458 -2003 Sr. No. 10 (Excluding GST)

pointing with cement mortar (1:3) on brick work in sub structure as per technical specification As per Sr. No. 13.02 & MoRT&H Specification Ref. No. 1300 & 2200(Excluding GST)

RCC Grade M25 Using batching plant, transit mixer & manual placing(in Bed Block & Deck Slab) As per Sr. No. 12.08 & MoRT&H Specification Ref. Case-ii (Excluding GST)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications As per Sr. No. 15.13 & MoRT&H Specification Ref. No. 1600 (Excluding GST)

O.B.B. Filter material behind abutment & Wing wall (Excluding GST)

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 Sr. No. 15.14 & MoRT&H Specification Ref. No. 2706 & 2200 (Excluding GST)

Backfilling behind the abutment, wingwall and retrun wall complete as per Drwaing and technical specifications As per Sr. No. 13.09 & MoRT&H Specification Ref. No. 710.14 of IRC :78 &2200 (Excluding GST)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. As per Sr. No. 13.10 & MoRT&H Specification Ref. No. 710.1.4 of IRC :78 & 2504.2(Excluding GST)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per MoRTH specification As per Sr. No. 14.04 & MoRT&H Specification Ref. 2700 (Excluding GST)

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. As per Sr. No. 16.11 & MoRT&H Specification Ref. No. 2507.2 (Excluding GST)

RCC Grade M20 Using batching plant, transit mixer & manual placing (in Drain) As per Sr. No. 12.08 & MoRT&H Specification Ref. No. Case-2 (Excluding GST)

AJAY ASSOCIATES (BID ID -4805403)

M/S SANJEEV KUMAR YADAV (BID ID -4794350)

Ajay Builders Engineers & Construction OPC Pvt. Ltd. (BID ID -4807791)

M/S RAM KUMAR PRASAD (BID ID -4808023)

M/S M V D INFRA DEVELOPERS PRIVATE LIMITED (BID ID -4809526)