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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outsidetheperipheryoftheareaasperTechnicalSpecification Clause 201. S.O.R. Item No. 2.2 |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 3 | Construction of Subgrade and Earthen Shoulders (Construction of subgradeandearthenshoulderswithapprovedmaterialobtained from borrow pits with all lifts & leads, transporting to site, spreading, gradingtorequiredslopeandcompactedtomeetrequirementof table No. 300-2)S.O.R. Item No. 3.18 |
| 4 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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)(By Mix in Place Mathod) With Grading-I MaterialS.O.R. Item No. 4.01 B (iii) |
| 5 | 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 achieve the desired density. |
| 6 | Prime CoatProviding and applying primer coat with SS1 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.S.O.R. Item No. 5.01 A (I) |
| 7 | Tack Coat on Granular surfaces treated with primerProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II) |
| 8 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03 |
| 9 | Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I) |
| 10 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof 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. 508 complete in all respects.S.O.R. Item No. 5.07 (II) |
| 11 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) S.O.R. Item No. 6.4 |
| 12 | Reinforced cement concrete M15 grade kilometre stone of standard designasperIRC:8-1980,fixinginpositionincludingpaintingand printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii) |
| 13 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting videclause801.3,fixedoveraluminiumsheeting,1.5mmthick supported on a mild steel angle iron post 75 mmx 75 mmx 6 mm firmly fixed to the ground by means of properly designed foundation withM15gradecementconcrete45cmx45cmx60cm,60cm below ground level as per approved drawing 801.80 mm x 60 mm rectangularS.O.R. Item No. 8.4 (iv).(X) |
| 14 | Providinganderectingdirectionandplaceidentificationsofsemi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figureswith reflective engineering grade tape asper MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mmx 450 mmx 600 mm,600 mm below ground level as per approved drawing and Technical Specification Clause 1701S.O.R. Item No. 8.06 |
| 15 | Providingandlaying ofhotapplied thermoplastic compound 2.5 mmthickincluding reflectorising glassbeads@250gmspersqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13 |
| 16 | Boundary pillarof standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 17 | Boundary pillar (Hectometer stone (precast)of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 18 | G/WALL 1.0M (250m) +2.0M(50m)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 with approved material. (Depth upto 3 m) |
| 19 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 20 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar |
| 21 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonryIn cement mortar (1:4) |
| 22 | Plain/Reinforced Cement Concrete on top og wallcomplete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 23 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 24 | Pointingwith cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 25 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 26 | RCC CULVERT 1X1.50MX1.00M Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.S.O.R. Item No. 3.13 I A |
| 27 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3S.O.R. Item No. 15.9 |
| 28 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) S.O.R. Item No. 12.8 A |
| 29 | Stone masonry work in cement mortar in foundation complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (a) |
| 30 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Coarse Rubble Masonary in C.M. (1:3) in sub-structure S.O.R. Item No. 13.4 B |
| 31 | Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications(P.C.C. Grade M-15) S.O.R. Item No. 13.5 A (p) |
| 32 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 33 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.5 F (p) Case I |
| 34 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications S.O.R. Item No. 14.4 |
| 35 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications S.O.R. Item No. 13.6 |
| 36 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 37 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concreteabutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete asper drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 38 | Backfilling behind abutment, wing wall and return wall with Sandy Material completeas per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (B) |
| 39 | (Parapet ForR.C.C. Culvert ) Stone masonry work in cement mortar in sub-structure complete as per drawingand technical specifications Clauses 702, 704, 1202 & 1203Coarse Rubble Masonary in C.M. (1:3) in sub-structureS.O.R. Item No. 13.4 B |
| 40 | Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 13.5 A (p) |
| 41 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary workin substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 42 | Goods & Service Tax (G.S.T.) - |
| 43 | Labour Cess - |
