|
| 1 | Item Description |
| 2 | Clearing and grubbing of road length including up rooting wild vegetation, grass, bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material (area of light density) by mechanical means in area of light jungle |
| 3 | Providinglaying and Spreading Granular sub-base (Grade l)by providing close graded MCBT material in single layer with motor grader on prepared surface ,mixing by mix in place method with rotovator at OMCand compacted with vibratory roller 80 to 110 KN static weight to achieve desier density etc completed. |
| 4 | Providing and laying compacted WBM of Grading-I MCBT metal of size 63 mm to 45 mm in required layers including using16% stone screening 13.2 mm sizeand 8% stone dust as filler including spreading watering & consolidation by vibratory roller etc.as per MoRTH Specification compelete as directed by Engineer - in - Charge. |
| 5 | Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 22.4 mm in required layers including using 24% stone screening 11.2 mm sizeand 8% stone dust as filler including spreading watering & consolidation by vibratory roller etc.as per MoRTH Specification compelete as directed by Engineer - in - Charge. |
| 6 | Providing and laying Compactedof Specified quarry Spall in side shoulderincluding carraige of material and spreading on prepared base including compacting as perSpecification etc... complete. |
| 7 | Earthwork in cutting in all sorts of soil and soft murrum icluding conveying and spreading the stuff ,embankment as and wheredirected upto 200 Meters from the end of cutting with all required lead and lift. |
| 8 | Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(C) From Borrow area within 1.0KM. lead |
| 9 | Rolling & watering of earthwork in layers with power roller including filling in depressions which occur during the process. |
| 10 | Providing and laying evenly priming coat with emulsion bitumien SS1 (IS8887)at rate of 7.5 Kg / 10 Sq.M. etc complete as directed with all labour and materials |
| 11 | Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 4.00 Kg / 10 Sq.M. on the prepare bituminous surfaceetc complete as directed with all labour and materials |
| 12 | Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 Kg / 10 Sq.M. on the prepare bituminous surfaceetc complete as directed with all labour and materials |
| 13 | Providing & laying Bituminous grout 37.50 mm thickwith asphalt of grade of VG-30 at the rate of1.99% by weight of mix for mixing using B.T.Chips of required gradation including cleaning and heating asphalt premix materials by hot mix process in proper gradation and laying withpaver finisher and consolidation byroller of 8 to 10 tonnes including cost of all materials, Asphalt,aggregates, labour Charges,royalty charges etc.completed as directed. including flushing key aggregate @0.13 Cum/10 Sq.m. |
| 14 | Providing & laying 37.50 mm thick compactedbitumen Macadam usingB.T. chips aggregate as specified and mixing binder asphalt grade of VG-30 at the rate of 3.40 % by total weight of mixincluding heating and mixing in drum mix plant and spreading the same withpaver finisher and consolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges etc. using contractor\"s own drum mix plant and equipment, tool etc. completed in accordance with the requirement of specification. |
| 15 | Providing and laying 20mm thick mix seal surfaceasing using B.T. chips as per required gradation adn mixing asphalt grade VG30 @ 5.10% by weight of total mixand mixing by contractor\"s own drum mix plant and laying bypaver finisher and consolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges etc. using contractor\"s own drum mix plant and equipment, tool etc. completed in accordance with the requirement of specification. |
| 16 | Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter and paintsetc. complete (For O.D. road V.R.) |
| 17 | Providingand fixing hectometer as per I.R.C. type design including painting, lettering etc. complete. (I)Fixing inC.C. 1:5:10 |
| 18 | Providingand fixing guard stone as per I.R.C., type design including white washing etc. complete. (I)Fixing in 1:5: 10 |
| 19 | Citizen\" s information Board- Providing and fixing of typicalinformation board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed at top & bottomduly welded with MSangles of 25 x 25x 5 mm thick M.S plate shall be welded by two vertical M.S flats & four horizontal M.S flates 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750 mm, below ground level. Painting New letters & figure of any shade with ready mixed synthetic enample paint of superior quality in required shade and colour,All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per detailed drawing |
| 20 | Supply & fixing logo board of diamond size (600 X 600mm) 16 gauge & board plate size (900x 250mm) 16 gauge thick M. S plate and 2.40 meterdeep length single angle 75x 75x 6 mm size including fitting and painting lettering with luminous colour as per drawing etc |
| 21 | Supplying and fixing road sign board of M.S. plates and angle iron including painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary excavation etc. complete as per I.R.C. type design. (ii)Reflective type as per detailed drawing |
| 22 | Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white colour marking should provide liminance coefficinet on cement road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years. |
| 23 | Village name sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms.rectangle as as per the design of IRC-67-1977 pre treated withphospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mmpainted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade.............................. |
| 24 | Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 - DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The body of the marker shouldhaving finger grip for easy and accurate placement and application with epoxy / bituminous Adhesive as recommended by the manufacturer of the marker. The colour of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge. |
| 25 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter.(iii) 600mm dia. |
| 26 | Dismentaling the Cement Concrete Pavementincluding removing and stacking the dismentelled materials as and where directed. |
