District Magistrate Tender

" Plain / Reinforced Cement Concrete in open foundationwith or without inforcements, inany part of foundation of ges / riswithgraded stone chpis of propriate nominal sizes, including coarse aggregates, fine aggregate (sand) conforming ot proper grading zone. both of approved quality and cement as necessary, cost of curing with water, includin cost and carriage all materials and ncluding preparation of design mxi, approval of the same bythe Engineer-in-Charge, cost for quality control, samping, lesting eta. including cost of formwork but excluding reinforcement compiele as per drawing and technical specifications. D)RCC Grade M25 Using concrete mix"

"Supplying, fitling and placing un-coated HYSDbar reinforcement ni Bridge Foundation including initial traightening, ghtening of coilsbars, removal of loose rust (if any), cutting 10 requisite length bending, binding with annealed wire of less than 1m ni size and conforming ot SI 280 at every intersection hocked and bant ot cornect shape and placed etc. including st of black a nn ealed wire and cost of loading. unloading, carriage of all steel mrialscompiele as per crawing and technical specifications and direction of Enginger-in-charge. (Page No -29, Item No.-12.21)"

Plain / Reintorced C ement Concrete ni Sub-structure with coarse aggregates of appropriate nominal size and grading, fine gate (sand) conforming ot roper grading zone, both of roved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of al matarials andincuding reparationel design mxi. approval of the same by the Engineer- in-Charge and cost for quality control, sampling,lesung olc. all complete as per drawing and lechnical specification including the cost of nacessary form work and staging completeas per drawing and lechnical spocifications. RC Grade M25 (i) Hegiht upto 5 M I Using concrete Mixer (Page No.-302.303,1tem No.-13.01(E), (0),"

"Supplying, fiting dna placing HYSD bar reinforcement in Sub-Structure including naitli straightening, straightening of coils bars, removal of loose rust. u any, cutung to requisite length bending, binding with annealed wire not less than 1 m ni size and conforming to IS280 at every intersection hooked and bent to correct shape and placed no forms etc. inluding cost of black annealed wire and coosft loading unloading, riage fo al steel materials plete a s perdrawing and technical specifications and direction fo ngineer-in-charge. (Page No-304, Item No-.130.2)."

"Furnishing and Placing: Reniforced / Pre-stressed Cmente appropriate nominal sizeand grading.enfi aggregate (sand) conformnig to proper grading zone, both of approved quality dna cement nda admixtures, sa necesary, including labour, cost and carriage of all materials andincluding preparation fodesign mix, approval of the same by th e Engineer-in-Charge and cost forquality control, sampling. testing etc. lal complete as per drawing and technical specifications.

"Supplying, fitting andplacing HYSD bar reinforcement in Bridge Super-structure includinginitial straightening. straightening fo coils bars, removal fo loose rust fi( any), cutting ot requisite length bending, binding whti annealed wire not less than 1mni size and conforming ot I 280 at every intersection hooked and bent ot correct shape andplaced no forms etc. including bl ack annealed wrie dna cost of loading. u nloading.carriage of lal steel aterials complete per drawing and technical specifications.Page No.-311, emtI No.14.03."

"Providing weep holes ni Brick masonry / Plain /Reinforced concrete abutment, wing wal / return wali with 10 m dia AC pipe, extending throughthe lulf width fo the structure hwti slope fo 1V:20H towards drawing face. Complete as per drawing andTechnical specifications.(Page No-304,Item No. -13.03.)."

"Providing and laying Cement concert Wearing coat M-30 grade with graded stone chips m91m wnod including screening and cleaning appraved stone chpis and sand as necessary laying, finishing compiate ot camber and grade, cuning with water, including cost and carriage of al materials and hire charges ofr morf work Including reinforcem nt complete as par drawing and Technical Specificationsvide clause no. 2072 of MoRT&Hs' Specification for Road &ridge Works ( Page No: 312, Item No. -14,06)"

"Construction of precast RCC railing oM30 Grade, aggregate size not exceeding 12 mm. true ot line and grade, tolerance of vertical RC post not ot exceed 1ni 500,centre ot centrespacing between vertical post not at exceed 2000 leaving adequatespace between vertical post forexpansion, complete as per MoRT&Hstandard drawing no SD/202andtechnical specifications (page No -313, Item No. -14.08)"

"Drainage Spouts inSuperstructure ncluding providing drip mouldings and also including supplying fitting and fixnig approved type ofmaterials complete sa per drawing and echnical specification vide clause no. 2705 of MoRT&H's Specification ofr Road &Bridge Works (Page No.-313, Item No-. 14.09)"

"R.C.. Guard post Supplying fiting and fixing R.C. guard post 1.37mlong with C.C.124: whti graded stone chips of 13.2mm down casting, curing omplete niculdnig cost ofproviding 4nos.of 12m dai rod fo length1.54m as mainreinforcement and 6 nos. of roundshaped 8mm dia rods used as binders; the placing fohe first binder should be at m57m below eht top finished surface dna the hoert 5nos fo nbdiser should be placed at 245mm c / c ; the guard post si ofoctagonal section with inscribed circle of dai 24cm at the basetapering ot corresponding dimensions of 16c mat the pot including wot coats of painting withbest quality synthetie enamel paint of approved make and gradeto mor f G nos.horizontalalteratebandsinwhite/tannery yelow and black ot 09 cmiength standing upabove ground after mendinggood damagesif any during striking of shuttering making hole ni ground of m47c depth and30cm.minimum dia, fixnig the guard posts ni the same holes and repacking the earth property os as ot keapthe guard postsstanding properly erect in correct position trueto line and length including carriage of. C.GuardPost with due care to the site includingloading intothe uckrt and unlosding at itecomplete in al respect. htWi Pakur variety stone chips (Page N.o -27emtI2, N168).-o."

"Painting the vertical end faces of posts, wheel guardsor colurs as directed by the Engineer-in-charge hwti approved synthetic enamel paint. (Page No.-273, Item No.-8.20(b)."

Earthwork ni oxcavationfrom borow pits(landowned/arranged yb the Department) and depositingin layers of 250 m. including breaking clods inembankinent works and ot fil up back abutments depressions and ruts whti an initial elad pu ot 50 mandinitial lift puot 1.m5making bunds at top as directoddressing complete. Carried earth Lead upto 2"

Add GST @ 18 %

Add Cess @ 1 %