CONSTRUCTION OF VARIOUS ROADS SANCTIONED IN DMFT Package No. 01/DMFT/2026-27 Pkg No . 01/DMFT/2026-27

(A) Construction of CC Road Kesarpura (Saint paul school) to RIICO Sheoganj. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical means in area of Non throny Jungle

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 with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3

Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-II Material

Construction of granular sub base by providing well graded materials spreading in uniform layers with Tractor Mount Grader on prepared surfaec,mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per MOrth Specifications Clause 401.for Grading II

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced , plain cement concrete pavement M-35 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602,fine aggregates conforming to IS:383, maximum size coarse and of coarse aggregate not exceeding 31.5 mm, mixed in a in fully Automatic Computerised Batching Plant compatible with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit

Providing and Fixing of Dowel Bars and Tie Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge

Providing and laying reinforced cement concrete pipes N.P.3 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 300 mm dia

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 900mm equilateral trainagle

Providing and Erecting typical Citizen's informati on Board asper approved drawing & specification made of two MSsheet of 1.6 mm thick each of size 900mmx750mm stiffend by angle iron 25mmx25mmx3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12SWG sheet (vertical post 3050mm with angle hold fastsan dhorizontal member900mm) to be joined by embedded in cement concreteM-15 grade of block of600mmx600mmx750mm size below ground level as per enclosed drawings & as directed by Engineering in charge.AllMS will be stove anmeledon both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colouretc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.