Coordination And Construction Work For The Continuity Of Road Drain Sewer Line Water Line Including Construction Of Boundary Wall Of The Premise And Development Of Parks In The Developed Plots Of Highway City Extension Part 3 - Road Work 2 E/W in Cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30m lead. 3 The earth from cutting to be used in making embankment or to be deposited as spoil banks with 5 Km Cartage as directed by the E/I. 4 Prepration and consolidation of sub grade with power road roller of 8 to 12 tonne capacity 5 Sand filling in road portion including supply of all material & Labour T&P compete In all respect. (Ch-1 sn-7(b)) 6 Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. 7 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 layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to archive the desired density. Morth 406. 8 Providing and applying priming coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying VG-10 @ 0.75 KG per sqm. using mechanical means . MORTH502. 9 Providing and applying Tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH503. 10 Providing and laying bituminous macadam with 100- 120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder @ 3.4% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501.7 to achieve the desired compaction complete in all respect. MORTH 504 11 Providing and laying semi dense bituminous concrete with 100 – 120 TPH type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5% of CRMB - 55 and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled ,vibratory and tendem rollers to achieved the desired compaction complete in all respect. MORTH 508 12 Providing and laying of 80 mm.Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. (analysis rate) 13 Dismentlling of flexible pavements Bituminus courses and disposal 14 Dismentlling of flexible pavements Granular courses and disposal 15 Drain Work 16 Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . 17 Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. 18 P/L in position machine batched andMachine mixed designmixM-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, raterd setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:-Cement content considered in this item is @330 kg/cum. Excee/Less cement used as per design mix is payable/recoverable separately). All work upto plinth level. 19 Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. 20 Providing and laying in cement concrete in 1:2:4 (stone ballast 4 (20 mm nominal size) : 2 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. 21 Park Work 22 Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . 23 Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. 24 Class -150 brick work 1:4 (1 cement :4 coarse sand ) in Foundation& Plinth including supply of all material, labour, T&P etc. required for proper completion of work . 25 P/L in position machine batched andMachine mixed designmixM-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, raterd setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:-Cement content considered in this item is @330 kg/cum. Excee/Less cement used as per design mix is payable/recoverable separately). All work upto plinth level. 26 Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. ( 27 brick work in 1:4 cement & Coarse sand in super structure for wall thickness 23 cm and below all complete. 28 12 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finishedeven and smooth. 29 15 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finishedeven and smooth. 30 Mild Steel or Iron Work of small Size and sections such as holding down bolts,holdfast,tie rods,grating,etc( when not included in an overall rates ) wrought to required shape as necessary for bending etc including supply of steel and its wastage including cost of bolts,nuts if required for and welding,grinding and making holes as required for completion of work 31 Finishing walls with Birla white putty 32 Finishing walls with exterior Emulsion paint(Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over@ 1.25 ltr/10 sqmincluding one coat of primer coatapplied @ 0.75Ltr/ 10 sqm coat curring and cost of all material,labour,T&P etc required for proper completion of work . For two coat 33 Painting or Varnishingon iron works in small areas or new wood workwith one coat of ready mixpriming paint and two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all material Labour & T&P etc. required for proper complete of work paint to be used should confirm to the ISI no 1031950. 34 Sand filling in road portion including supply of all material & Labour T&P compete In all respect. (Ch-1 sn-7(b)) 35 Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. 36 Providing and laying of 80 mm.Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. (analysis rate) 37 Laying of sewer line 38 Excavation for depth upto 1.5 m below ground level for laying sewers, manholes, gully pits chambers sumps etc in ordinary soil (earth sand , loam and clay) including dressing levelling, refilling of trenches in 20 cm. Layerswatering and ramming the same including removal of surplus earth of other dismantled material upto a distance of 50m from the centre of trenches. 39 (a) 0.00-1.50 m Below GL 40 (b)Extra for every additional lift of 1.50m or part there of 41 Casting of credle cement concrete 4 cm gauge approved stone ballast coarse sand & cement in proportion of 4:2:1 including supply of all material labour T & P etc required for proper completion of work for saddle pillar.(PWD S.I No- 4.1.3)SOR 2022 42 A 0.0 -1.50 M Below G L 43 B1.50 -3.0 M Below G L 44 Supply & stacking Carting laying & Jointing of following dia (NP-2) R.C.C Hume pipe and special from store to the site of work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in cement and jointing with 1:2 cementmortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc complete but excluding excavation and refilling of trenches from ground level to the required level . 45 a:- 250 mm dia 0-1.50m Below G.L 46 b:- 250 mm dia 1.50-3.00m Below G.L 47 Construction of 1.00 x1.20x1.50m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & halfbrick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cmgauge stone grit with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) 48 Construction of 0.60 x0.60x1.50m internal size connecting chamber as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) 49 For Plot Conection (House chember 600X600X600MM) 50 Addition / subtraction of Masonry shaft 1.00X1.20m size as per slandered design &specification of KDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mmthick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work. 51 Addition / subtraction of Masonry shaft 0.60 x 0.60 mtr. size as per slandereddesign &specification of KDA having one brick work in 1:4 cement & coarse sand 12 mm thick plaster in 1:4 cement & coarse sand mortar with neat finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work. 52 Supply & stacking of150MM dia ISI Marked class N.P -2 RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect. 53 Carting laying & Jointing of 150mm dia (NP-2) R.C.C Hume pipe and special from store to the site of work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in cement and jointing with 1:2 cementmortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials , testing etc complete but excluding excavation and refilling of trenches from ground level to the required level . 54 Water Main Part-B 55 Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251) 56 Supply,Laying ,Jointing ,testing and commissioning of ISI marked H.P.D.E. pipes (PE 80)as per IS:4984,including transportation upto the site, jointing by Butt welding, providing and fixing all fittings i.e. bends, tees, couplers, junctions tapers reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. The fittings shall have the pressure rating of 1.5 times of the pipe upto 110 mm dia pipe will be suppplied in coils only. The testing of pipe will have to be done at 1.5 times of the pipe rating for 2 hours. (The excavatin will be under seperate item ) ( Make : Relince/ Duraline/ Supreme/ Jain ) ( PN6) 57 110 mm OD (PN6) 58 S/F of ISI approved pillertype F.H with 65 mm brass outlet duck foot band 80 mm NBF/Socket Tail piea confirming of 908/75 light Duty 59 Supply/fixing of Air valve of app. Type ISI approved at site/store. 60 Supply and fixing of following size sluice valve with C/L/jointing ISI approved double finaged confirming to IS 780/84 class PN-1 61 (d) 100 mm dia 62 Construction of 1.20 x1.20x1.00m internal size sluice valve, air valve and fire hydrant as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish with 15 cm thickRCC cover complete as per of Engineer in charge of work . (analysis rate) 63 (a)01.20x1.20x1.00 M 64 Boundrywall 65 Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . 66 Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. 67 Class -150 brick work 1:4 (1 cement :4 coarse sand ) in Foundation& Plinth including supply of all material, labour, T&P etc. required for proper completion of work . 68 P/L in position machine batched andMachine mixed designmixM-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, raterd setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note:-Cement content considered in this item is @330 kg/cum. Excee/Less cement used as per design mix is payable/recoverable separately). All work upto plinth level. 69 Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. ( 70 brick work in 1:4 cement & Coarse sand in super structure for wall thickness 23 cm and below all complete. 71 12 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finishedeven and smooth. 72 15 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finishedeven and smooth. 73 Finishing walls with Birla white putty 74 Finishing walls with exterior Emulsion paint(Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over@ 1.25 ltr/10 sqmincluding one coat of primer coatapplied @ 0.75Ltr/ 10 sqm coat curring and cost of all material,labour,T&P etc required for proper completion of work . For two coat 75 Providing and laying in cement concrete in 1:2:4 ( stone ballast 4 (20 mm nominal size) : 2 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors.
