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| 1 | 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 and backfilling. |
| 2 | Providing, laying, spreading and compacting stone aggregates of 45-63mm Sukrut stone ballast to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause , 12.8 &1500,1700&2100 ( PCC grade- M 15 ) |
| 4 | plain Reinforced Cement concrete in open foundation complete as per drawing tecchnical specification M-30 |
| 5 | Providing and laying cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and technical specification. |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 7 | Construction of Un-reinforced , jointed at expansion and construction joint only , plain cementconcrete pavement, thickness as per design ,over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade),c/s fine aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedge,steel plates including levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer,sealant, dowel bars,near approaches to bridge/culvert and construction joints,admixtures as approved curing of conctrete slabs for 14-days,curing compound(when specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 8 | providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1,no fragment weighing not less tan 40 kg, laid dry complete as per drawings and technical specifications clauses 1301 . |
| 9 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 10 | Providing and Laying 10 cm dia PVC pipes for Weep Holes. |
| 11 | Plain Cement Concrete (PCC) M-10(1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802. |
| 12 | Stone masonary work in cement mortor(1:4) in foudation complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort). |
| 13 | Stone masonary work in cement mortor(1:4) in sub structure complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort). |
| 14 | Cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and Techanical specification clauses 613.3,1204 |
| 15 | Providing PCC M-20 archtectural coping on the top of wing/return wall. etc. complete as per drawing and techanical spec. clauses 615,710 and 1204.3.11 |
| 16 | Construction of granular sub-base by providing well graded ready mixed sukrut material, spreading in uniform layers with motor grader on prepared surface with at OMC, and compacting in two layer with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 17 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Sukrut Stone ballast size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 18 | Providing and appying prime coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.70 kg/Sqm using mechanical means as per Technical specification claue 502 . |
| 19 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg. per sqm on the prepared bituminous / granular surface treated with primer cleaned with hydrulic broom as per Techinical Specification No. 503 |
| 20 | Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm dalla aggregate either using 80/100 penetration grade bitumen VG-10 @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508.(Including cost of bitumen). |
| 21 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510. |
| 22 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per techanical specification clause 301.5 |
| 23 | Providing and erecting a \"w\" metal beam crash barrier comprising of 3 mm thick corrugated sheed metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8m high 1.1m below ground/road level all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS 3167 and IS:1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm 330mm long complete as per clause 810 (SOR) |
| 24 | Supply and fixing of caution board made of 2mm thick alluminiumsheed area not exceeding 0.90sqm. Supported single angle iron 35x35x5mm height 3.0mtr. Size 900x600mm retro reflective. SOR SI No-9 |
| 25 | Road Delinator -delinator supply and fixing of ms Delinator made of mild steel with pure polyester powder coating with minimum thickness of powder coating of not less than 40 micron for protection against corrosion the surface should be concealed so that there should not be any exposed surface without powder coating alternatively ,those metal guide polse can be concealed with thermoplastic body etc complete as per technical specification clause morth 805 (8.15) |
| 26 | providing and fixing of retro-reflectorised cautionary mandatory and imformatory sign as per 67 made of high intencity grade sheeting vide clause 801.3,fixed cover alluminium sheeting ,1.5mm thick supported on a mild steel angle iron post 75mmx75mm x6mm firmly fixed to ground by means of properly designed foundation with M-25 grade cement concrete.45cmx45cm x60cm,60cm below ground lebel as per approved drawing (HAZARED MARKER LEFT, RIGHT |
| 27 | Reflective Raised Pavement Markers(Cat Eye/Road stud ) supply and fixing of raised pavement marker with made of plastic body of RPW road stud shall be moulded from ASA(Acrylic Styrene Acryionllrite) or HIPS(High-Imoact Polystrene) or Acryloniltrite Butadien styrene (ABS) or Any other suitable material approved by the Engineer. Please Enable Macros to View BoQ information |
