Public Works Roads Department Tender

Micro Surfacing Providing and laying Micro surfacing with micro paver equipment (mounted on truck), meeting the requirement as par table 500-33 & 500-34 of MoRT&H by using coarse aggregate, mineral filler & modified bitumen emulsion of required specification including screening, cleaning of chips and preparing a uniform and homogeneous mix and laying the mix with a micro surfacing paver finisher as per clause 514 of MoRT&H (5th revision) complete in all respect. Type - III ( 6 to 8 mm thick)

COST FOR HARD SHOULDERING

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. Depth up to 150 mm.

Water Bound Macadam Sub Base by consolidating Jhama metal of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : Using 1.09 m3 of jhama metal and 0.26 m3 of moorum screening (loose volume) per cum of compacted volume.

COST FOR ROAD FURNITURE

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Supplying & fixing of Raised Pavement Marker ( CATS EYE) confirm to ASTN D 4280 , body of the marker will be molded from polycarbonate. The Marker double sided lens YELLOW / WHITE /RED colour. Dimension : 20m height,130mm width and 105 mm length , 3 M make.

R.C. Guard post Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (i) 5th kilometre stone (precast)

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (i) Ordinary kilometre stone (precast)

Construction of Subgrade and Earthen Shoulders with earth carried from 2 kms Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Pre work post work measurement)

COST FOR PROTECTIVE WORK

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement)In ordinary soil

Supplying empty cement bag in good condition & filling empty Cement bags with dry earth , stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but including cost of earth and gunny bags. This rate includes the rate of compansation of land, cost of Royalty etc. During initial payment, a sum of Rs. 18.18/m3 of equivalent volume of borrowpit (including cess) of earth is to be deducted from the bill as Royalty clearence certificate from the competent authority).

Protective work with the walling by closely driven 150 mm dia. eucalyptus bullah each of 4.50 m total length driven 3.0 m (av.) below G.L. and 45 cm centre to centre keeping 1.50 m above ground, including fitting fixing 3 nos. of half bullah pieces (from 12.5 cm dia) including cost of necessary nails, bolts, nuts etc. and providing 1.5 m long half bullah ties of 12.5 cm dia. @ 2.5 m centre to centre fixed with 12.5 cm dia. bullah posts 1.50 m long driven 1.25 m below G.L. including cost of all materials and two coat of coal tarring to all bullah etc. complete as per direction. (Payment will be made on finished length of walling complete as per specification & direction of Engineer in Charge).

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