tender for widening and strengthening of pahara rudayan road (o.d.r) in fy 2024-25 - excavation in soil using hydraulic excavator ck 90 and tippers with disposalexcavation 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 within all lifts. i/c cost of material, labour, t&p and all taxes but excluding gst 2 construction of embankment with material obtained from borrowpits: construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. i/c cost of material, labour, t&p and all taxes but excluding gst 3 construction of embankmentwith material obtained from borrowpits (lead 1 k.m) :- construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. i/c cost of material, labour, t&p and all taxes but excluding gst 4 granular sub-base with coarse graded material (table 400-2) in widening (both side) - construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compactiong with vibratory roller to achieve the desired density, complete as per clause 401.i/c cost of material, labour, t&p and all taxes but excluding gst 5 wmm - providing laying spreading and compacting grade stone aggregates of wet mixedmacadem (in layers) specification including premixing the meterial with water at omc mechnical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the desired compation. (mort&h specification no. 406) i/c cost of material, labour, t&p and all taxes but excluding gst 6 cement concrete pavement construction of un-reinforced, dowel jointed, plain cement concrete pavement m-35 over a prepared sub base with 43 grade opc cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing i/c cost of material, labour, t&p and all taxes but excluding gst 7 prime coat :- providing and applying primer coat with ss2 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. i/c cost of material, labour, t&p and all taxes but excluding gst 8 dense graded bituminous macadam grading ii providing and laying dense graded bituminous macadam with higher capacity batch type hmp using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total 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. 505 complete in all respects. i/c cost of material, labour, t&p and all taxes but excluding gst 9 tack coat providing and applying tack coat with bitumen vg-10 on prepared surface of granular base (primed surface) including cleaning of road surface and spraying tack coat @ 0.20 kg per sqm mechanical means. technical specification clause 503.i/c cost of material, labour, t&p and all taxes but excluding gst 10 bituminous concrete providing and laying bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregrates of specified grading premixed with bituminous binder, @5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto the required grade. level and alignment and rolling with smooth wheeled vibatory and tandem rollers to achive the desired compaction as per motrh specification clause 509 complete in all respecti/c cost of material, labour, t&p and all taxes but excluding gst 11 construction ofearthen shoulders : construction of earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slopes and compacted to meet requirement to table 300-2. as per mort&h specification. i/c cost of material, labour, t&p and all taxes but excluding gst 12 construction of subgrade and earthen shoulders :- construction of subgrade with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slopes and compacted to meet requirement of table 300-2 i/c cost of material, labour, t&p and all taxes but excluding gst 13 supply and laying 22.4-53mm stone bllasti/c cost of material, labour, t&p and all taxes but excluding gst 14 supply and laying 600mm hp np-3 i/c cost of material, labour, t&p and all taxes but excluding gst 15 supply and laying 900mm hp np-3 i/c cost of material, labour, t&p and all taxes but excluding gst 16 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor v level in all shapes and sizes in : cement mortar 1:4 (1 cement : 4 coarse sand) i/c cost of material, labour, t&p and all taxes but excluding gst 17 pointing on brick work on edge floor with cement mortar 1:2 (1cement :2 fine sand) ruled pointing i/c cost of material, labour, t&p and all taxes but excluding gst 18 providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) i/c cost of material, labour, t&p and all taxes but excluding gst 19 brick masonry in 1:3 cement mortar :brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600, 1202 & 1203i/c cost of material, labour, t&p and all taxes but excluding gst 20 brick masonry in 1:3 cement mortar :brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204i/c cost of material, labour, t&p and all taxes but excluding gst 21 providing and laying cement concrete in 1:2:4 of not less than strength of m-150 stone ballast (40 mm nominal size) approved coarse sand and cement, curing complete, including cost of form work. in foundation and floors. as per sori/c cost of material, labour, t&p and all taxes but excluding gst 22 r.c.c m - 30 : providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5i/c cost of material, labour, t&p and all taxes but excluding gst 23 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specification clauses 1000 and 1202. i/c cost of material, labour, t&p and all taxes but excluding gst 24 cement mortar 1:3 (1 cement : 3 sand) : pointing with cement mortar (1:3) on brick work as per drawing and technical specification clauses 613.3 and 1204i/c cost of material, labour, t&p and all taxes but excluding gst 25 excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in-charge upto a distance of 30m from the foundation trenches by hydraulic excavator/manual means. for building/ drain work only. i/c cost of material, labour, t&p and all taxes but excluding gst 26 providing and laying cement concrete in 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and t&p etc. required for proper completion of the work. in foundation and floors. i/c cost of material, labour, t&p and all taxes but excluding gst 27 providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) i/c cost of material, labour, t&p and all taxes but excluding gst 28 maintenance charges for bituminous road partmaintenance charge including repair of painted surface, earthwork on patri etc complete as per direction of e.i. for the period of five years from the actual date of completion of work. for first year @ zeero % 29 maintenance same as item no. 28 but for second year 0.25% of cost of total executed work 30 maintenance same as item no. 28 but for third year 0.50% of cost of total executed work 31 maintenance same as item no. 28 but for fourth year 0.75% of cost of total executed work 32 maintenance same as item no. 28 but for fifth year 1.00% of cost of total executed work