|
| 1 | Item Code [2022 12.5.2]:Item Type [RUIDP] :: Providing and fixing of reinforced Ferro-Cement drain covers designed for A class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.Standard Size 1000x800mm (100mm thick) for span 451 to 700mm |
| 2 | Item Code [2022 3.3 EW]:Item Type [road] :: Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 3 | Sub Item Code [2022 4.17 CRM (B) ii + (B) By Mixing Plant :]: Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting witha vibratory roller to clause 410 to form a layer of sub-base/Base) (i) For 53 mm maximum size |
| 4 | Item Code [2022 5.1 i Primer coat]:Item Type [road] :: Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 503 ( Low Porosity ) |
| 5 | Item Code [2022 5.2 i tack coat ]:Item Type [building] :: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 6 | Item Code [2022 5.8 ii]:Item Type [road] :: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.VG - 30 : for Grading-II(10 mm nominal size) |
| 7 | Item Code [2022 6.1.6 SM 1:6]:Item Type [building] :: Random Rubble stone masonry for with hard stone infoundation and plinth in Cement Sand mortar above 30 CMthick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 8 | Item Code [2022 8.13 thermoplast]:Item Type [road] :: 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.) |
| 9 | Item Code [2022 8.35 Road Markers]:Item Type [road] :: Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 10 | Item Code [2022 9.3]:Item Type [RUIDP] :: Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in concrete mixer, laid manually,compacted with surface vibrator, finishing and curing complete asper clause 601, 112 of MoRT&H specification including all material, |
| 11 | Sub Item Code [2022 9.4 NP3 Pipe 600mm + C]: Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 600 mm dia |
| 12 | Item Code [2022 9.5.3]:Item Type [RUIDP] :: Providing and laying un-reinforced, dowel jointed, plain cementconcrete mix With Concrete Mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregatenot exceeding 25 mm, mixed as per approved mix design, laid,spread, compacted and finished in a continuous operation includingprovision of contraction, expansion, construction and longitudinaljoints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawingand as per clause 602, 112 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance ofdiversion. PCC M-30 |
| 13 | Item Code [2022 9.8 gate & grating]:Item Type [building] :: Providing and fixing steel gate, grating , and grills made ofangles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 14 | Item Code [2022 BC 5.8.b.ii]:Item Type [road] :: Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) VG - 30 for Grading-II (10 mm nominal size) |
| 15 | Item Code [R 2022 4.12]:Item Type [building] :: Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layerswith paver in sub- base / base course on well prepared surface andcompacting with vibratory roller to achieve the desired density.) |
| 16 | Item Code [road 2022 5.6.b.ii]:Item Type [road] :: Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) VG - 30for GradingII(19 mm nominal size) |
