|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.(Including all material,labour,T&P,taxes&labour cess but excluding GST) |
| 2 | Removal (including stacking and proper handling over to concerned Authority) of stumps and roots of trees having girth above 300mm and backfilling the pit created to required compaction complete as per technical specifications clause 201 and 305, or as directed by the engineer. |
| 3 | Excavation for roadwork in soil with hydraulic excavator 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 and lead upto 1000 m |
| 4 | 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. |
| 5 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 6 | Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. |
| 7 | 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 of 1000 metres |
| 8 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 9 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 10 | 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. |
| 11 | Providing and applying tack coat-2 with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 12 | Dense Graded Bituminous Macadam Grading-1Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 4.0 per cent by 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. |
| 13 | Bituminous Concrete Grading-2 Providing and laying bituminous concrete (BC) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 5.4 per cent 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 |
| 14 | Construction of New Jursy Type median as per drawing and specification |
| 15 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 16 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 17 | M-20 Reinforced cement concrete in super-structure as per Morth drawing and Technical Specification |
| 18 | HYSD Bar Reinforcement in RCC work as per MORTH specification. |
| 19 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification MORT&H Specification No-304 (Sr. No-12.3) |
| 20 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 21 | Struck pointing with cement mortar consisting 1 part cement and 2 parts of sand of 1.25 fineness modulus including supply of all materials labour and T&P etc. required for proper completion of the work. As per SOR No-574 |
| 22 | Providing & laying HP 600mm dia NP-3 with coller etc. complete. |
| 23 | Supply & fixing of 9 mtr G.I. Octagonal Pole approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikess with Double arm bracket (1 Mtr length each) on RCC foundation including the cost of foundation, foundation bolts excavation & back filling and Required T&P complete in all respect as per SI No.- 21.2, 23.17, 20a 1.9, 1552, 1.14.2, 2.10.3, 5.2 5.15 |
| 24 | Construction of K.C drain with CC block size (370 x 250mm) laid flate position (37.50 mm in length) and stone (30 cm in length) including cost of all material, labour and T&P etc. complete. |
| 25 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture over the plasted wall surface to prepared the surface even and smooth complete. As per DSR 13.80 |
| 26 | Wall painting (two coats) with plastic emulsion paint of first quality approved brand and manufacturer on undecorated wall surface to give an even shade including thoroughly brushing the surface free from mortar droppings and sand |
| 27 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. No 12.10, 1200 & 1900 |
| 28 | Plain/Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. No. 12.11A (iii) 1200, 1500 & 1700 |
| 29 | RCC Grade M-30 using batching plant & manual plaing as per Specification 12.11B (vii) |
| 30 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. as pe Specification No 12.12 Section 1200Depth below bed level up to 3.00 M |
| 31 | Depth below 3.00 to 10.00 M |
| 32 | Beyond 10.00 M |
| 33 | PCC Grade M25 using batching plant & manual placing. As per specification No. 12.11C |
| 34 | M 25 grade plain cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specificatious (2001) in intermediate plug. |
| 35 | Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001) |
| 36 | M30 grade Reinforced cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in well cap. 12.11 F (iii) Case-II |
| 37 | M 30 grade Reinforced cement concrete in substructure as per drawing as clause 1200,1500 & 1700 of MORTH Specifications (2001) in piers,in piers caps,in abutment Wall, in abutment top beams, in back walls, in-wing walls.and in approach slab. |
| 38 | RCC M-35 in superstructure with cement approved Cement sand & 2cm gauge well graded grit including necessary shuttering placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also Including supply of all material labours T&P etc. required for proper completion of work, as per drawings and clause 1500 1600 1700 of MORT&H specifications (2001). |
| 39 | HYSD steel or iron work in well steining well cats, abutment and their caps, slabs etc, brought to required shape including cutting, bending & also including cost of nececessary reinfocement for proper completion of the work as per drawings and clause 1600 of MORT&H specifications (2001) |
| 40 | M 15 ordinary grade plain cement concrete leveling course below approach slab as per drawing and clause 1500, 1600, 1700 & 2700 and MORT&H Specifications (2001) |
| 41 | UPVC pipes (working pressure 4kg/cm2) Single socketed pipe110 mm dia |
| 42 | Back filling behind abutment, wing wall and return wall with 40mun Stone ballast, complets as par drawings and technical specifications.clause 710.1.4.of IRC:78 & 2200 of MORT&H. |
| 43 | Supply, fitting and fixing in positions true to line and level size elastomeric bearing comforming to IRC 83 (part II) section ix compelete with all accessories including all labour material T & P and testing charges required for the porper compeletion of the work as per drawing and Morth specifications (2001) |
| 44 | Providing and laying of a strip seal expansions Joint catering to maximum horizontal movement up to 70mm compelete as per approved drawing and standard specification to be installed by the manufacturer/s supplier or their aurthorized representative ensuring compliance to the manufacturer,s instructions for installation as por drawings and clause of MORT&H speolfications (2001) |
| 45 | Drainage Spouts complete as per drawing and Technical specification |
| 46 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, Jointed with neat cement slurry mixed with pigment to match the shade of tiles, Including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). |
| 47 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 48 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 49 | TRAFFIC SIGNS - GIVE WAY/ coutionary signage (90 cm equilaterial triangle) (as per IRC:67-2012)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60) 90 cm equilaterial triangle |
| 50 | TRAFFIC SIGNS - STOP (as per IRC:67-2012)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing |
| 51 | Speed Limit Sign at Curve and Other PlaceProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing |
| 52 | Hazards Sign in front of ParapetProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing |
| 53 | Transverse Bar (Repeated Bars) for Speed Calming (Thermo Plastic Paint) Providing and Applying Hot applied thermo plastic compound 5.0 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 15 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material labour T&P etc required for proper completion of work as directed by E/I. |
| 54 | TRAFFIC SIGNS - SINGLE CHEVRON (NORMAL)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing 50 cm x 60 cm rectangular |
| 55 | Center Line Edge Line (Thermo Plastic Paint)Providing and Applying Hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 2.5 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material labour T&P etc required for proper completion of work as directed by E/I. |
| 56 | Cat Eye (Raised Pavement Marker/Road Stud) Sharp Curve and Abadi Portion.Supply and fixing of Raised Pavement marker (Cat Eyes) of Avery Dennision/3M make of approved quality in size of width not exceeding 20 mm and height not exceding 20 mm made up to strong Engineering Polymer thermoplastic polyurethene with Electronic welded abrasion resistant lenses for Retro Reflective in dry and wet weather condition alone with Bituminous adhesive as per MORTH Specification. |
| 57 | TRAFFIC SIGNS - INFORMATIONARY SIGNS (HOSPITAL, PETROL PUMP, POLICE STATION,)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing 80X60 cm rectangle board |
| 58 | TRAFFIC SIGNS - STATE HIGHWAY ROUTE SIGN BOARD / ABADI NAMEProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing 45 cm x 60 cm rectangular |
| 59 | Over Head Cantileaver Sign Board as per Morth Specification. |
| 60 | Supply & Erection of built up overhead structure 12.00 M to 15.00M span comprising of three vertical post of 6.00 M high made up of 350 mm N.B. havey class M.S. pipe as vertical member welded with 10mm M.S. plate at top & bottom for bearing of horizantal frame comprising of 65 mm . N.B. made havey class main pipe as of 42 mm class medium N.B. pipe bracing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamle paint complate the work includes construction of RCC fundation of size 0.90x0.90M & 1.5 M deep for built up Overhead Structure including earth work in excavation , 100 mm thick Lean Concrete in 1:4:8 cement , course sand and 40 mm gauge stone balllast , RCC with 1:2:4 cement , Course sand and 20 mm stone grit including supply of grouting of 25 mm dia foundation bolts (600mm long) as per provision of structure including cost of reinforcement & shutting as per direction of Engineer in Charge . |
| 61 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 62 | Providing and fixing of Standard Metal Delineator as per IRC 79-2019 consisting of minimum retro reflective unit exposed area of 330 square cm in white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. the report shall be submitted while quoting the tender. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. as per SOR Ch-26 item no.-1. Delinator Please Enable Macros to View BoQ information |
