Agricultural Produce Market Committee Tender

APMC11 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails & boning rods at every 100 mm whevere necessary as directed removal of stumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent requiredutilising the available excavated earth locally for the work etc and all other appurtenances complete in the following strata

APMC19 - Filling of crack using slow curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm

APMC07 - Providing and laying in position Cement Concrete for all Foundation works The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers well compacted using needle vibrators including all lead & lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

APMC01 - Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including T&P and scaffolding wherever necessary sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead I Lime Cement Concrete By Mechanical Means a Cement Concrete Grade M15 & M20

APMC05 - Providing and laying in position Cement Concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works & other parallel works from 050m to 350 m height The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead & lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

APMC13 - Refilling available earth around trenchespipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 mand lift upto 15 m Including cost of all labour complete as per specifications

APMC09 - Providing and laying 100mm thick precast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm 3ply wired steel @ 200 kgm2 slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour materials scaffolding usage of machinery curing lead and lift charges etc Complete

APMC20 - Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia 600 mm Long and at 300 mm CC and wherever directed including handling straightening necessary cutting supported by TMT chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc complete

APMC18 - Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bayslab etc complete including subsequent widening of the groove 8 to 10 mm wide at top having depth of 15 mm as directed by Engineer incharge

APMC16 - Construction of dry lean cement concrete Sub base over a prepared subgrade 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 6001 cement content not to be less than 150 kg m3 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 810 t vibratory roller finishing and curing

APMC08 - Supplying fitting and placing TMT FE 550550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingwelding joints tying with binding wiresoft annealed steel wire and other ancilary operations complete as per drawing and technical specification h All other type of structures

APMC12 - Laying Cement Concrete Pipe NP3 burried conduits of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation protection works backfilling concrete and masonary work in head wall and parapets

APMC17 - Construction of unreinforced plain cement concrete pavement using RMC M30 grade with OPC @ 270 kgm3 and GGBS@ 90 kgm3 75:25 proportion as per approved mix design procedure and thickness as per design over a prepared sub base The superplastisiser confirming to IS 91031999 Reaffirmed2008 Coarse aggregates and Fine aggregate confirming to IS:3832016 transported to site laid in approved fixed side form work steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work Spreading the concrete with shovels rackers and compacted using needle suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials labour all lead & lift loading charges as per specification & direction of Engineer incharge of the work Groove cutting shall be paid seperately

APMC02 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 15 m including cost of labour tools usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth up to 3 m

APMC10 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead

APMC14 - 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 3002 forembankment construction

APMC21 - Providing and fixing in position tie bars precoated with anticorrosive epoxy paint of 12 mm dia 700 mm long and at 300 mm CC and wherever directed including handling straightening wrapping with paper of approved quality for half length necessary cutting handling straighteningsupported by assembly of TMT chairs with proper alignment etc complete

APMC04 - Providing and laying in position Cement Concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works & other parallel works from 050m to 350 m height The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead & lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

APMC06 - Providing and laying in position Cement Concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works & other parallel works from 050m to 350 m height The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead & lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates