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| 1 | Kila Ghat Mahadev Singh College To Shankarpur |
| 2 | Setting Out Pillars) Providing & Fixing of Working benchmark/Refrence Pillars 01 nos. per km& 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/IBenchmark Pillars 01 nos. per km |
| 3 | Refrence Pillars 04 nos. per km |
| 4 | Clearing and Grubbing Road Land (By manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I |
| 5 | Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under thesupervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable andunserviceable material separately as per Technical Specification Clause 202. |
| 6 | Construction of embankment with material obtained from borrow pits with a lifts upto 1.5 m , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5.(Including Royality & Labour Cess). |
| 7 | Soil Stablaization :- (With Fine Sand)Construction of subgradewithLocal Sandwith all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 3000 m.For 3000 m lead |
| 8 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. |
| 9 | Earth shoulder |
| 10 | Granular Sub-base with Well Graded Material (Table 400.1)For Grading II Material :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. (a) For Flexible Portion |
| 11 | WBM Grading 2 ( By Mechanical Means) :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 12 | Wet Mix Macadam:- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. |
| 13 | Prime Coat (Low porosity) :- Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 14 | Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. |
| 15 | Mix seal surface With Waste Plastic :- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. |
| 16 | Granular Sub-base with Well Graded Material (Table 400.1)For Grading II Material :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 17 | WATER MIX MACCADAM (WMM )-Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. |
| 18 | Cement Concrete Pavement (PQC):-Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 19 | Earthwork in Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressingof sides and bottom and backfilling in trenches with excavated suitable material. |
| 20 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9Sand Filling |
| 21 | Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specificationsClause 1302 (WIRE CARATED) |
| 22 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause1302 |
| 23 | . ii)ordinary km Stone |
| 24 | iii) 200 m Stone |
| 25 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 26 | Traffic Signs :- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 i) 600 mm equletral & triangle |
| 27 | 600 mm circular |
| 28 | 600 mm x 450 mm rectangular |
| 29 | 900 mm side octagon, OR |
| 30 | 900 mm x 300 mm Hazard Marker |
| 31 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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.(i) at Both Edge |
| 32 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on concrete Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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.(i) at Both Edge |
| 33 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year |
| 34 | Providing and fixing Logo of project :- Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel 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 paint as per drawing Clause 1701 and Annexure 1700.1 (i) Logo indentification sign board (ii) Citizan Information Board (iii) Maintenance Board |
| 35 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 |
| 36 | Proiding and fixing MS Iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos. (25 x 6 x mm) and 8 nos. (25 x 3 mm) vertical MS riveted to 3 nos. (25 x 6 mm) iron ring in two halvs bolted together with 8mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of primimg, complete in all respect. |
| 37 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 38 | 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 5 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. 508 complete in all respects. |
| 39 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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. (i) At both Edge |
| 40 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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. (i) At both Edge |
| 41 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 |
| 42 | Sand Filling in Foundation Trenches as per drawing and technicalspecification Clause 1108. |
| 43 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 44 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202ans 1204 ( M20 ) |
| 45 | Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 |
| 46 | Painting Two Coats on New Concrete Surfaces:-Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 47 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawingand technical specification clause 1104 |
| 48 | Providing concrete for plain/reinforcedconcrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC M-15 Grade |
| 49 | Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings andtechnical specifications Clause 802, 803, 1202 & 1203 |
| 50 | Supplying, fitting and placing HYSD barreinforcementin foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 51 | Plain/reinforcedcement concrete insubstructure complete as per drawings andtechnical specificationClauses 802, 804, 805, 806, 807, 1202 ans 1204PCC M-20 Grade |
| 52 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of1(V):20(H)towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 53 | Plain/reinforcedcement concrete insubstructure complete as per drawings andtechnical specificationClauses 802, 804, 805, 806, 807, 1202 ans 1204 RCCM-25 Grade |
| 54 | Supplying, fitting and placing HYSD barreinforcement(Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202 |
| 55 | Backfilling behind abutment, wing wall andreturn wall complete as per drawings &technical specificationClause 1204.3.8(With Sandy Materials ) |
| 56 | Providing and laying filter media withgranular crushed aggregates as per specification to a thickness of not less than600 mm with smaller size towards the soil and bigger size towards the wall andproviding over the entire surface behindabutment, wing wall, return wall to the fullheight, compacted to firm conditioncomplete as per drawing and technical specification Clause 1204.3.8 |
| 57 | 1 Providing and laying reinforced cement concrete in superstructure as per drawingand technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade |
| 58 | Supplying, fitting, and placing HYSD barreinforcementin superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 59 | Parapet Construction Plain/reinforcedcement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) |
| 60 | Painting on Parapet Wall (Black & WhiteStrips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/ concrete surfaces as per drawing andTechnical Specification Clause 1701 |
| 61 | Drainage spouts complete as per drawingand technical specifications Clause 1209 |
| 62 | Providing and laying cement concrete wearing course M 30 grade includingreinforcement complete as per drawing andtechnical specifications Clauses 800 and1206.3 |
| 63 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 |
| 64 | Providing and laying boulder apron for bedprotection with stone boulders of minimumsize and weight as per Table 1300.1, nofragment weighing less than 25 kg laid drycomplete as per drawing and technical |
| 65 | Providing concrete for plain/reinforcedconcrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC M-15 Grade Curtain wall |
| 66 | Providing concrete for plain/reinforcedconcrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC M-20 Grade |
| 67 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps 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. |
| 68 | Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108. |
| 69 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 70 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 71 | Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M15 (PCC1:2.5:5) |
| 72 | Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 73 | RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete insuperstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 |
| 74 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 75 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight |
| 76 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width ofthe structure with slope of 1V: 20H towards drawing |
| 77 | Drainage spouts complete as per drawing and technical specifications Clause 1209. |
| 78 | Painting on Parapet Wall Painting two coats including primer coat after filling thesurface with synthetic enamel paint in all shades on new, plastered / concretesurfaces as per drawing and Technical Specification Clause 1701 |
| 79 | Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipesubject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. |
| 80 | 1% Labour |
| 81 | TOTAL SEIGNIORAGE FEE |
| 82 | 18% GST on Total Const.cost |
| 83 | 1st Year O&M cost |
| 84 | 2nd Year O&M cost |
| 85 | 3rd Year O&M cost |
| 86 | 4th Year O&M cost |
| 87 | 5th Year Maintenance cost |
| 88 | 6th year Maintenance cost |
| 89 | 1% Labour |
| 90 | TOTAL SEIGNIORAGE FEE |
| 91 | 18% GST on Total Main. cost |
