Construction work of two lane road from NH-28 Modha intersection to Gaddaupur Maushiwala (O.D.R.) road via main canal track starting from Km. 16 of Masodha-Suchittaganj (O.D.R.) in Ayodhya district.

Clearing and Grubbing Road Land (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.) By Mechanical Means by Motor Grader In area of light jungle as per MORT&H Spec. Clause 201 (iii) (Sr. No. 2.03)

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.By Mechanical means- as per MORT&H Spec. Clause 305.3.4 (Sl. No. 3.20)

Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit as per MORT&H Spec. Clause 201 (i,ii,iii) (Sr. No. 2.1) a) Girth above 300mm and upto 600 mm

Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit as per MORT&H Spec. Clause 201 (i,ii,iii) (Sr. No. 2.1) b) Girth above 600mm and upto 900 mm

Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit as per MORT&H Spec. Clause 201 (i,ii,iii) (Sr. No. 2.1) c) Girth above 900mm and upto 1800 mm

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator 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) - By Mechanical means- as per MORT&H Spec. Clause 301 (Sl. No. 3.06)

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.) By Mechanical means- as per MORT&H Spec. Clause 305 (Sl. No. 3.17)

Construction of embankment with approved materials obtained from Borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. By Mechanical means- as per MORT&H Spec. Clause 305 (Sl. No. 3.16)

Construction of earthen shoulders with approved materials abtaind from borrow pits with all lifts & leads transporting to site spreading grading to required slopand compacted to meet reqirment of table No. 300.2 By Mechanical means- as per MORT&H Spec. Clause 305 (Sl. No. 3.18)

Providing and laying Granular Sub-base (drainage layer) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401). Grading–I (Table –400-2)- as per MORT&H Spec. Clause 401 (Sl. No. 4.01)