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| 1 | Item Description |
| 2 | Clearing grass and Grubbing Road Land removal of rubbish. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used of auctioned up to a lead of 1000 material including removal and disposal of top organic soil not exceeding 150 mm in thickness.(i) By Mechanical Means;A. In area of light jungle |
| 3 | Excavation in Soil with Dozer with lead up to 100 meters (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 meters (average lead 50 meters), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 4 | Granular Sub-Base with Close Graded Material (Table:- 400-1 & 400-2) (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401). Grading-II Material |
| 5 | 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 layers with Mechanical Grader in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 6 | Prime Coat (Providing and Applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of rod surface and sprayng primer at the rate of 0.60 kg/Sqm using mechanical means. |
| 7 | 50mm Th. Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 110 tonnes per hour capacity using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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 5th Revision specification clause No. 505 complete in all respects. including bitumenus tack coat @ 2kg/10smt etc complete) (Only in Widening Portion )[For Grade-II, [email protected]% rate] |
| 8 | 40 mm Th. 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 capacity using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 % 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 5th Revision specification clause No. 507 of Specifications for Road & Bridge work (Fifth Revision) complete in all respects including bitumenus tack coat @ 2kg/10smt etc complete)for Grading-II (10 mm nominal size) |
| 9 | Kilo-Metre Stone Reinforced Cement Concrete M-15 grade Kilo metre stone of standard design as perIRC: 8-1980, fixing in position including painting and printing etc.(i) 5th Kilometre stone (Pre cast) |
| 10 | Kilo-Metre Stone Reinforced Cement Concrete M-15 grade Kilo metre stone of standard design as perIRC: 8-1980, fixing in position including painting and printing etc.(ii) Ordinary Kilo metre stone (Pre cast) |
| 11 | Kilo-Metre Stone Reinforced Cement Concrete M-15 grade Kilo metre stone of standard design as perIRC: 8-1980, fixing in position including painting and printing etc.(iii) Hecto metre stone (Pre cast) |
| 12 | Cautionary / Warning sign:Made out of 2 mm aluminum sheet size 90 x 90 x 90 cms equilateral triangle as per the design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and twocoats of best quality epoxy paint, reflectorised with retro reflective sheeting as per latest M.O.S.T.specifications, 3.1 m long Stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3 mm , 75 x 75 x 6mm as required; Painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of Engineer-in-Charge. The fixing at site shall be in 1:2:4 C.C. block of size 45 x 45 x60 cms for each leg .including excavation curing etc complete under the supervision of Engineer-in-Charge. B) High Intensity Grade. |
| 13 | Distance Infomatory/Destination Sign :Made out of 2 mm aluminum sheet size 180 x 120 cms rectangle as per the design of IRC-67:1977. Pre treated with phospheting process & acid etching, coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. Letters & numarals should be as per IRC-30:1968. 3.1m long (2nos.) Stand post and frame may be fabricated from suitable size iron angle of 50x50x5 mm, 75x75x6 mm as required. painted with best quality epoxy coating in black & white bends.The details of symbol or inscription/numarals for eachboad shall be as perthe instruction of Engineer-in-Charge. The fixing at site shall be in 1:2:4 C.C. Block of size 45x45x60 cms for each leg. Including excavation curing etc complete under thesupervision of Engineer-in-Charge.B) High Intensity Grade. |
| 14 | Village Name/Bump AheadSign:Made out of 2 mm aluminum sheet size 90x75 cms rectangle as per the design of IRC-67:1977. Pre treated with phospheting process & acid etching, coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. Letters & numarals should be as per IRC-30:1968. 3.1 m long (2nos.) Stand post and frame may be fabricated from suitable size iron angle of 50 x 50 x 5 mm, painted with best quality epoxy coating in black & white bends.The details of symbol or inscription/numarals for eachboad shall be as perthe instruction of Engineer-in-Charge. The fixing at site shall be in 1:2:4 C.C. Block of size 45x45x60 cms for each leg. Including excavation curing etc complete under thesupervision of Engineer-in-Charge.B) High Intensity Grade. |
| 15 | Route Marker Sign:Made out of 2 mm aluminum sheet size 60x45 cms rectangle plus 30x25 cms additional plate as per the attached drawing (IRC). Pre treated with phospheting process & process & acid etching coated with one coat of epoxy primer and two coats of best quality epoxy paint, reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. 3.1 m long Stand post and frame fabricated either from suitable size iron angle of 35x35x3 mm & 75x75x6 mm as required painted with best quality epoxy coatingsin black & white bends.The details of numarals for each board shall as per the instruction of engineer incharge. The fixing at site shall be in 1:2:4 C.C. Block of size 45x45x60 cms for each leg. Including excavation curing etc complete under the supervision of Engineer-in-Charge.B) High Intensity grade. |
| 16 | Hazard Marker Sign/Chevron Board :Made out of 2 mm aluminum sheet size 90 x 30 cms rectangle as per the design/ drawing attached ( IRC) pre treated with phospheting process & process & acid etching coated with one coat of epoxy primer and two coats of best quality epoxy paint, reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications,3.1 m long Stand post and frame fabricated either from suitable size iron angle of 35 x 35 x 3 mm & 50 x 50 x 5mm painted with best quality epoxy coatings. The fixing at site shall be in 1:2:4 c.c. Block of size 45 x 45 x 60 cms for each leg. Including excavation curing etc complete under the supervision of Engineer-in-Charge. (B) High Intensity grade. |
| 17 | Providing and Fixing of retro-reflectrised cautionary, mandatory and infomatatory sign as per IRC:67 made of encapsulayted lens type reflective sheeting vide clause 801.3 fixed over alluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm , 60cm below ground level as per approved drawing. |
| 18 | Type - A, \"W\" : Metal Beam Crash Barrier (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) |
| 19 | Providing and applyinghot applied Thermo plasticcompound 2.5 mm thick including reflectorising glass beads @ 250 gms per sq.mt. area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, to be uniform and free from streaks and holes. |
| 20 | Supply & fixing cats eye (Stimsonite) made out Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type size 12cms.x6cmsx2.5cms. Provided with bituminous adhesive 100g with each unit for fixing. (Engineer grade). |
| 21 | Dismantling of Structures (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) Cement Concrete Grade M-15 & M-20 |
| 22 | Excavation for Structures (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.) In ordinary Soil Up to 3 mtr Depth |
| 23 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) for M-15 Grade Concrete. |
| 24 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A)for M-20 Grade Concrete |
| 25 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A)for M-25 Grade Concrete |
| 26 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications |
| 27 | Supplying,fitting and placing FE-500 (D) TMT bar reinforcement in Foundation, sub-structure & Super Structure complete as per drawing and technical specifications |
| 28 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 29 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A)for M-30 Grade Concrete |
| 30 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification {i} Sandy material |
| 31 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 20 Ht Upto 5mtr. |
| 32 | Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. |
| 33 | Painting Two Coats on new concrete surfaces (Providing Two Coats after filling the surface with syntetic enamle pait in all shades on ne plaster/concrete surfaces) including throughly brushing the surface to remove all dirt, dust, mortar drops and other foreign matter. |
| 34 | Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. |
| 35 | Embankment Construction with Material Obtained from Borrow Area (Construction of embankment with approved material obtained from borrow Area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 36 | Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets . ) 1200 mm dia |
| 37 | Providing and fixing Diversion Sign Boards Made out of 2MM alluminium sheet size 180 x 60Cms. rectangle as per the attached drawing. Pre treated with phospheting process and acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro sheeting as per latest M.O.S.T. Specifications; Latters and numerals should be as per IRC-30-1968, 3.1M long (2-Nos) Stand post and frame fabricated from iron angle of 35 x 35 x 3MM & 50 x 50 x 5MM; painted with best quality epoxy coatings in black and white bends. The fixing at site shall be in 1:2:4 C.C. block of size 45 x 45 x 60Cms. for each leg. including excavation, curing etc. complete under the supervision of engineer in charge. [B] High Intensity Grade. |
