BOQ R3Widening and reconstruction of ... RoadBill of QuantitiesItem No.ItemUnitQuantityRate (Rs.)AmountRebateBILL NO.1 GENERAL PROVISIONS1.01(i) Providing rental accomodation of 100 Sqm carpet area for base office for the employer and his staff complete as per Technical Specification Clause 122, along with all furniture etc. detailed therein.Month19742.400.0(ii) Maintenance of Base office & its furniture & equipmentsMonth15193.900.01.02Providing and maintaining vehicles for the Employer including providing driver, POL etc. complete as per Technical Specification Clause 123.a) Hard top Vehicle with AC, Power Steering, etc.Veh. Days1376.200.01.03Supply of colour record photographs two prints of size 6" * 4" mounted in album complete with DVD as per Technical Specifications Clause 124.No.48.200.01.04Supply of additional prints (24"*48") of coloured photographs as per Technical Specifications Clause 124.No.213.000.01.05Supply of DVD containg details as per Technical Specification Clause 124.No.2087.850.0TOTAL AMOUNT BILL NO.1 CARRIED TO SUMMARY0.0BILL NO.2 SITE CLEARANCE2.01Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads and lifts and earth filling in the depression/pit as per Technical Specification relevant clauses of Section-200.(a)Girth from 300 mm to 600 mmeach180.000.0(b)Girth beyond 600 mm to 900 mmeach336.000.0(c)Girth beyond 900 mm to 1800 mmeach632.000.0(d)Girth beyond 1800 mmEach1179.000.02.02Removal of stumps and roots of trees cut by other agencies and earth filling in the depression/pit as per Technical Specification Clause 200.(a)Girth from 300 mm to 600 mmeach171.500.0(b)Girth beyond 600 mm to 900 mmeach329.300.0(c)Girth beyond 900 mm to 1800 mmEach585.500.0(d)Girth beyond 1800 mmEach720.850.02.03Scarification of existing bituminous surface and disposal of scarified material with all lead and lift complete as per clause of 501.8.3.2.Sqm4.000.02.04Dismantling structures and pavement including disposal of resulting material as per relevant clause of Technical Specifications Section 200 including salvage value of dismantelled material.(a)Cement Concrete Pavementcum1027.000.0(b)Sub base/base course (Granular/macadam base including GSB and drainage layers)cum371.000.0(c)Stone masonry in lime / cement mortarcum230.000.0(d)Dry rubble stone masonrycum175.000.0(e)Guard stone/ kilometer stone/sign post/hect.stoneseach158.000.0(f)Deleted0.0(g)Plain Cement/Lime concrete structurescum323.000.0(h)Prestressed/ RCC structures including reinforcementcum825.000.0(i)Hume pipe of any classi) Diameter up to 600 mmLiner Meter120.000.0ii) Diameter beyond 600 mm to 900 mmLiner Meter162.000.0iii) Diameter over 900 mmLiner Meter278.000.0(j)Deleted0.0(k)Brick Masonary Structurescum230.000.0(l)RCC Railingmetre224.920.0(m)Deleted0.0(n)Dry Rubble Masonary/ Stone pitching/boulder apron/brick soiling/stone soilingCum0.02.05Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit including disposal of dismantled material with all lifts and leads, stacking serviceable material and unserviceable materials separately including salvage value of dismantled material.metre36.000.02.06Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, back filling of foundation pit, stacking the serviceable and unserviceable materials separately including solvage value of dismantling material disposal with all lifts and leads.each127.000.0TOTAL AMOUNT BILL NO.2 SITE CLEARANCE CARRIED TO SUMMARY0.0BILL NO.3 EARTH WORK3.01Excavations of existing road, embankment, shoulders, ground and for Cement Concrete drains to designated widths and depths for the purpose of drain, pavement construction, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross Sections, rolling of bed/ground including loosening and recompaction, if required and disposal of suitable/surplus and unsuitable materials through all leads and lifts as per relevant clauses of Section-300.(a)In all types of soilcum50.000.0(b)Rock(i) Ordinary rockcum63.000.0ii) In hard rock (requiring blasting) including salvage valuecum179.000.0iii) In hard rock (blasting prohibited) including salvage valuecum344.000.03.02Construction of embankment/sub-grade/shoulders with approved materials obtained from roadway cutting , excavation from drain, foundation of structures and transportation through all lifts and leads including spreading, grading to required level and camber and compacting using viabratory roller to meet requirement of table No. 300-1 & 300-2 and as per relevant clauses of Section-300 & 400.cum73.000.03.03Construction of embankment / sub grade / earthen shoulders with approved material obtained from borrow pits with all lifts & leads including excavation, transporting to site, spreading, grading to required level & Camber and compacting using viabratory roller to meet requirement of table No. 300-1, 300-2 and as per relevant clauses of Section 300 & 400.(a)Earth with CBR more than 5%cum154.000.0(b)Earth with CBR more than 12% for shoulders above drainage layercum223.000.03.04Construction of unlined surface drain of average cross sectional area 0.4 Sqm. In all type of Soil to specified lines, grades, Levels & dimentions to the requirement of clause 301 & 309 including disposal of unsuitable material with all lead & lift and using suitable material as per the direction of the Engineer.Metre46.000.03.05Construction of Median above road level with approved material obtained from borrow pits including excavation & Transportation through all lead & lift and Spreading, Grading, Compacting as per relavent clauses of section - 400.cum177.000.0TOTAL AMOUNT BILL NO.3 EARTHWORK CARRIED TO SUMMARY0.0BILL NO. 4 SUB-BASE, BASE-COURSE4.01Construction of granular sub-base by providing close/coarse graded crushed material, spreading in uniform layers on prepared surface and compacting at OMC with vibratory roller to achieve the desired density, complete in all respect as per drawing & relevant clauses of Section-400.(i)For (GSB 2nd/ Top layer) grading-III Material as per Table 400-1.cum599.000.0(ii)For Drainage layer GSB grading- V Material (GSB 1st Layer) as per Table 400-1.cum530.000.04.02Providing, 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 on well prepared surface with sensor paver and compacting with vibratory roller to achieve the desired density and as per relevant clauses of Section-400.cum1330.000.0TOTAL AMOUNT BILL NO. 4 SUB BASE CARRIED TO SUMMARY0.0BILL NO. 5 PAVEMENT5.01Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base with low porosity (WMM or WBM) including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm with pressure distributor and as per relevant clause of Section-500.Sqm.35.000.05.02Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous / granular surface cleaned with mechanical broom and as per relevant clauses of Section-500.( i)@ 0.25 kg per sqm (normal bituminous surfaces)Sqm.12.000.0(ii)@ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer)Sqm.15.000.05.03Providing and laying leveling course/profile corrective course with bituminous macadam with hot mix plant using crushed aggregates of grading-2 premixed with bituminous binder @ 3.4% as per clause 504.3.1, transported to site, laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete in all respects and as per relevant clauses of Section-500.cum5291.000.05.04Providing and laying dense bituminous macadam with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per relevant clauses of Section-500. (Only cement will be used as filler).(i)for Grading II( 50-75mm thickness )Cum7398.000.05.05Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per relevant clauses of Section-500. (Only cement will be used as filler).(i)for Grading II ( 30-45 mm thickness ) with 60/70 bitumenCum8493.000.0(ii)for Grading I (50-65 mm thickness) with 60/70 bitumen (VG-30) for wearding coat over C.D. StructuresCum8499.000.05.06Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of Section-600 (including cost of all types of formworks).Cum2383.000.05.07Construction of dowel jointed, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, 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 with electronic sensor, 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, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section-602 of specifications complete but excluding cost of steel in dowel bar and tie rod etc. Steel in dowel bars and tie rod as per design of concrete pavement wil be paid as per item 6.06 (a) & (b).Cum5847.000.05.08Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. including removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2.(For maintenance of road only).Sqm129.000.05.09Repair of pot holes/ patch repair with Grading - IV granular material meeting requirement in the Table 400-1 & 400-2 of the specification including its maintenance as directed by the Engineer. (For maintenance of road only).Cum605.000.0TOTAL AMOUNT BILL NO.5 PAVEMENT CARRIED TO SUMMARY0.0BILL NO. 6 CROSS DRAINAGE6.01Earth work in excavation of foundation of structures as per drawing and technical specification, for all depths in all types of soil/rock including setting out, construction of shoring and bracing, dressing of sides and bottom, back filling with approved material, disposal of surplus material etc. within all leads and lifts complete and as per relevant clauses of Section 300 and 2100 of MORT&H Specifications.i)In all types of soilsCum57.000.0ii)In ordinary rockCum100.000.0iii)In hard rock (requiring blasting) including salvage valueCum380.000.0iv)In hard rock (blasting prohibited) including salvage valueCum503.000.06.02Providing and laying in position plain cement concrete of grade M-15 in levelling course below open foundation, pile caps, approach slabs, retaining walls, return walls/wing wall, cut off walls, CC drain and inspection ladders etc. complete as per drawing and relevant clauses of Section 1100, 1500, 1700, 2100 & 2700 (including cost of all types of formworks).Cum4261.000.06.03Providing and laying plain cement concrete for foundation and substructure of abutment, piers, retaining wall, return wall, wing wall, head wall of HP CD's, pillar, guard wall and CC drain etc.excluding cost of skin reinforcement, but including treatment of joints between existing & new structures with all leads and lifts as per drawings and relevant clauses of Sections 1500, 1700, 2100, 2200, and 2900 (including cost of all types of formworks).i)PCC Grade M15Cum4695.000.0ii)PCC Grade M20Cum5220.000.0iii)PCC Grade M25Cum5767.000.06.04Providing and laying reinforced cement concrete for foundation and sub-structure of pile cap, abutment, return wall, wing wall, head wall, pier, pier cap, pedestals, cantilever/counterfort/Box abutment/Return, cap, dirt wall, splayed wing wall, retaining wall, median wall, inspection ladders, box cell structures for under passes, CC drain, CD's and bridges excluding cost of reinforcement, including treatment of joints between existing and new structures with all leads and lifts as per drawings and relevant clauses of Section 1100, 1500, 1700, 2100, 2200. (including cost of all types of formworks).i)RCC Grade M20Cum5363.000.0ii)RCC Grade M25Cum6074.000.0iii)RCC Grade M30Cum5859.000.0iv)RCC Grade M35Cum6242.000.06.05Providing and laying reinforced cement concrete for super structure of all solid slab/ T-Beam slab / approach slab/ R.C.C Box Girder super structure / wearing coat / railing / kerb etc. for CD's and bridges excluding cost of reinforcement, including treatment of joints between existing and new structures with all leads and lifts as per drawings and relevant clauses of Section 1500, 1700, 2300, 2700 (including cost of all types of formworks).i)RCC grade M20Cum5959.00ii)RCC grade M25Cum6515.000.0iii)RCC grade M30Cum6589.000.0iv)RCC grade M35Cum6619.000.06.06Supplying, fitting and placing steel reinforcement bar in foundation substructure, super structure, piles, concrete pavement, approach slab, wearing coat, kerb, railing, CC drain etc. complete as per drawing and relevant clauses of Section 1600.a)HYSD BarMT76480.000.0b)Mild Steel (Dowel & Tie Bars of CC Pavement of Road)MT61068.700.06.07Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face complete as per drawing and Technical specifications and as per clause 2706 of specifications.RM122.000.06.08Providing Back filling behind abutment, wing wall, return wall and Hume pipe trench with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.Cum739.000.06.09Providing 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.Cum1127.000.06.10Providing and fixing in position bearings true to line and level including all accessories complete as per drawings and technical specification Section 2000.(a)Elastomeric bearings as per IRC:83Cu.cm.0.860.0(b)Tar paper bearings as per IS:1398sqm48.000.06.11Providing and Laying Reinforced cement concrete pipe NP4(as per IS:458) for culverts on first class bedding of granular material / concrete bedding including fixing collar/flush joint with cement mortar 1:2, cost of first class bedding but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets and as per relevant clauses of Section-2900.a)600 mm (internal)meter3543.250.0b)900 mm (internal)meter3807.650.0c)1000 mm (internal)meter6316.000.0d)1200mm (interna)meter8818.000.06.12 (a)Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications and as per relevant clauses of Section 2600.meter828.000.0(b)Providing and fixing 2mm thick corrugated copper plate expansion joint with 20mm thick compressible fiber board below the copper plate to protect the edges, filling with 20mm thick pre-moulded joint filler over copper plate and sealed with joint sealing compound consisting of coarse sand and 6% bitumen by weight as per drawings and relevant technical specification complete.RM4397.000.06.13Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and as per relevant clauses of Section 2600.RM11581.000.06.14Construction of RCC railing of M30 Grade with 12 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications and as per relevant clauses of Sections 1500, 1600, 1700 and clause 2703 of specifications (as per MORT & H specification drawing SD/201 or SD/304).RM1887.000.06.15Providing and fixing and erecting 40mm dia steel pipe (medium weight) railing in 3 rows on steel channel ISMC-100mmx50mm and 0.95 in height and fixed at 1.8m. center to center and duly painted etc. complete as per standard drawing No.STD-33R.RM1397.000.06.16Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.No911.000.06.17Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for meaurement including unloading etc. complete as per approved drawing.Ton787.000.06.18Providing and laying boulders apron/toe wall on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification and as per relevant clauses of Section 2500.Technical specifications and as directed by the Engineer-in-charge.Cum1193.000.06.19Providing and laying Pitching on slopes laid over prepared filter media, Dry boulder toe wall complete as per drawing and Technical specifications and as per relevant clauses of Section 2500.a)Stone/Boulder weighing not less than 40 kg eachCum1193.000.06.20Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and as per relevant clauses of Section 2500.Cum1259.000.06.21Providing and laying Flooring comprising of 150mm thk Flat stone laid over 300mm thk cement concrete M15 complete as per drawing and Technical specifications bedding and as per relevant clauses of Section 1400, 1700 & 2500.sqm4438.000.06.22Providing Curtain wall complete as per drawing and Technical specification and as per relevant clauses of Section 1400 , 1700 and 2500.a)Cement concrete Grade M15Cum4438.000.06.23Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall and as per relevant clauses of Section 2500.Cum1223.000.06.24Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and leads and as per relevant clauses of Section 2800.sqm117.000.06.25Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting and as per relevant clauses of Section 2800.a)Epoxy / Cement groutingNo102.000.06.26Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification and as per relevant clauses of Section 2800.a)Epoxykg1675.000.0b)Cement groutingkg64.000.06.27Patching of damaged concrete surface with 25mm thick (Average) polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer and as per relevant clauses of Section 2800.sqm1921.000.06.28Guniting concrete surface with 25mm thick (Average) cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification and as per relevant clauses of Section 2800.sqm1491.000.06.29Removal of defective concrete, 40mm thick (Average) cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6 and as per relevant clauses of Section 2800.sqm353.000.06.30Providing and Applying 10mm thick (Average) epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification and as per relevant clauses of Section 2800.sqm1019.000.06.31Providing Epoxy bonding of new concrete to old concrete as per Section 2800.sqm1210.000.06.32Providing and laying new drainage spout including making the joint of drainage spout with slab water tight with non shrink, free flow cement grout and drilling hole in RCC slab and cutting chaases in slab of required size for fixing drainage spout complete as per drawings and technical specificaions section 2700 and 2800.Nos.911.000.06.33Providing Stone masonry work in cement mortar 1:3 for foundation, substructure, superstructure complete as per drawing and Technical Specifications and as per relevant clauses of Sections 1400.(a)Random Rubble Masonrycum3912.000.06.34Providing pointing with cement mortar (1:3 ) on stone/brick work in substructure and superstructure as per Technical specifications and as per relevant clauses of Sections 1300 and 1400.sqm54.000.06.35Providing Plastering with cement mortar (1:3 ) on stone/brick work in substructure and superstructure as per Technical specifications and as per relevant clauses of Sections 1300 and 1400.sqm115.000.06.36Repair of damaged stone masonry work in head wall, abutment, wing wall, return wall, piers, parapet etc. with CM 1:3 (cement:sand) mortar by placing and setting of displaced masonary blocks including supplying missing blocks, pointing and finishing with mortar, to bring the repaired area in line, level cleaning of the area and scaffolding etc. as required complete in all respects as per technical specification 200, 1400, 2800.cum1740.250.06.37Construction of drainage chute on embankment slopes of approaches of bridges/hill slopes in cement concrete M-20 with M-15 foundation concrete as per drawing and technical specification Section 1700.Nos.651.700.06.38Replacement of expansion joint: removing existing expansion joints in weared out condition by chipping out the concrete around the joints exposing the anchors (if any), installing new expansion joint as per manufactures specification and as per approval of Engineer-in-charge. The rate shall include chipping of the concrete, removal of wearing coats of the area, disposal of the same, putting additional reinforcement (if required as per Engineer in Charges specification), supplying and providing of all the materials, concreting back the chipped of portion of the concrete deck, installation of the expansion joint, complete as per the direction of the engineer-in-charge without endangering the safety of the existing structure.a)Asphaltic plug joint as per clause 2816 of Technical specification.metre3293.000.06.39Painting two coats after filling the surface with synthetic enamel paint in all shades on new/old plastered/concrete surfaces and as per relevant clauses of section-800 & I.R.C.-67 including cost of paint etc. complete.sqm51.000.06.40Deletedsqm0.06.41Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21/ IRC 112 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design and approved drawing by the Engineer.Meter4707.800.06.42Providing and filling annular space around footing in rock with lean cement concrete M-15 nominal mix in foundation with crushed stone agreegate 40m nominal size and as per relevant clauses of sec. 1500, 1700 & 2100.cum4261.000.0TOTAL AMOUNT BILL NO. 6 CROSS DRAINAGE CARRIED TO SUMMARY0.00BILL NO.7 TRAFFIC SIGNS, MARKINGS AND ROAD APPURTENANCES7.01Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post75 mm x 75 mm x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 90 cm below ground level as per approved drawing including painting of vertical post as per Technical specification section 800.i )90 cm equilateral triangleCautionary/Warning Signeach3946.000.0ii)60 cm equilateral triangleCautionary/Warning Signeach2772.000.0iii)60 cm circular 'Mandatory/Regulatory Signseach3540.000.0iv)80 cm x 60 cm rectangularInformatory Signseach4732.000.0v)60 cm x 45 cm rectangularInformatory Signs/Cheveron Signeach3462.000.0vi)60 cm x 60 cm squareInformatory Signseach4006.000.0vii)90 cm high octagonStop Signseach5894.000.07.02Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 90 cm below ground level as per approved drawing including painting of vertical post as per specification.sqm8074.000.07.03Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium composite sheet 3mm thick supported on two pultruded composite channel sections 50 x 100 x 50 x 5mm / aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel channel post 35mm x 75 mm x 35 mm x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 90 cm below ground level as per approved drawing including painting of vertical post as per specification.sqm.14087.000.07.04Supply and fixing tubular gantry mounted Overhead/cantilever signs. All components of signs & supports, other than the reflective portion shall be thoroughly descaled, cleaned, primed and painted with two coats of epoxy paints. The sign back side shall be with grey colour and post shall be in black & white alternate bands. The post below ground shall be painted with three coats of red lead paint. The sign shall be made as per IRC-67-2001 and Technical Specification Section 800.i)Erection of overhead gantry/cantilever structure as per drawing including steel work in trusses, steel tubes cutting, fixing in position with welding and bolted complete in all respect and type as per structural design requirements and approved plans including cost of excavation, concerte and steel for foundations.tonnes72888.200.0ii)The sign board made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/simples/legend/arrows shall be made by transparent overlay film of desired colour as per sign details except those in black which shall be of non reflective type. The sign place shall be fixed with 6 mm dia alluminium rebate on MS angle iron frame. The angle iron frame shall be made with angle of size 75 mm x 75 mm x 6 mm with additional bracing at every 600 mm c/c, if any dimension in more than 1200 mm.sqm7825.500.07.05Providing reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per relevant clauses of Section-800 of specifications.i)5th kilometre stone (precast)each2964.000.0ii)Ordinary Kilometer stone (Precast)each1789.000.0iii)Hectometer stone (Precast)each530.000.07.06Road 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 and as per relevant clauses of Section-800.iLane/centreline/edge marking/transverse and any other markingsqm636.000.0ii)Directional arrows, lettering, etc., as per drawings of MORT & H type design and interSection for National Highways.Nos.777.400.07.07Providing and fixing road delineators complete as per technical specification Section 800.a)Triangular object marker 300 mm side with four red reflector, made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/symbols shall be made by screen printing of desired colour as per sign details. The sign plate shall be fixed with 6 mm dia alluminium rebates on MS angle iron frame. The angle iron frame shall be made with the angle iron of size 40 mm x 40 mm x 5 mm. The sign shall be fixed with nut bolts and welding on 50 mm (NB) dia medium weight 500 mm high MS pipe. All components of signs and supports shall be thoroughly descaled, cleaned, primed and painted with two coats of epoxy paint. The sign back side shall be with grey colour and post shall be white colour. The post below ground shall be painted with 3 coats of red lead paint.Nos.1688.100.0b)Rectangular hazard marker 600 mm x 300 mm made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/symbols shall be made by screen printing of desired colour as per sign details. The sign plate shall be fixed with 6 mm dia alluminium rebates on MS angle iron frame. The angle iron frame shall be made with angle of size 40 mm x 40 mm x 5 mm. The sign shall be fixed to 80 mm dia (NB) MS pipe (MW) support with nut bolts and welding.Nos.2341.400.0c)Providing and fixing of 1 m RCC guide post 200 mm dia of NP-2 type HP confirming to IS:458-1988 for guard stone, formation indicators, etc. duly filled with earth except 0.15 m from top, cement concrete of M-15 topping in 0.075 m and 0.075 m in pipe embedded in cement concrete block of M-15 size 450 mm x 450 mm x 500 mm complete in all respects including cost of painting with white and black paint.each980.450.07.08Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings as per relevant clauses of section-800 of specifications.each274.000.07.09Providing and fixing in position Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-1967, including finishing ,painting and lettering etc. complete.each483.000.07.10Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973).each670.000.07.11Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete and as per clause 408 of specifications.meter236.000.07.12Metal Beam Crash Barrier(a)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 of specifications.meter4323.000.0(b)End Terminal/AnchorsNos.7304.850.07.13Providing painting of structure number, span arrangement and flow directions etc.complete as per drawings and technical specifications Section 800.Nos.256.050.07.14Providing and fixing sign boards made out of 2mm aluminum sheet/ composite panel size 60x45 cms rectangle plus 30x25 cms additional plate as per the drawing attached (IRC). Pretreated with phospheting process and acid etching; coated with one coat of epoxy premier 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 from suitable size iron angle of 35x35x3 mm & NB65 MS Pipe as required, painted with best quality epoxy coating in black and white bends. The details of numerals for each board shall be as per the instruction of the engineer incharge. The fixing at site shall be in 1:2:4 CC block of size 45x45x60 cms for each leg. including excavation curing etc. complete under the supervision of engineer in charge.Nos.2937.350.07.15Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick laid compacted bed of course sand, filling the joints with coarse sand, cement mortar/concrete etc. with all lead and lifts complete as per the direction of Engineer.Sqm691.000.0TOTAL AMOUNT BILL NO. 7 TRAFFIC SIGNS, MARKINGS AND ROAD APPURTENANCESCARRIED TO SUMMARY0.00BILL NO. 8 MISCLLANEOUS8.01Providing and laying utility duct of 300 mm dia NP-4 pipe in urban/rural areas as per technical specification Section 2900 and as directed by the engineer.metre1355.000.08.02Providing, fixing, laying and jointing 150 mm dia. medium class PVC Pipe as per relevant IS code including excavation of trenches in grade and level including cost of couplers and testing of pipes at factory as per the stipulation in relevant IS codes etc. complete.a)150mm inner diametermetre281.400.08.03Re-location of hand pumps including boring , providing hand pump of approved make and quality, if required complete with drainage accessibility to the satisfaction of the concerned department and salvage of dismanteled materials.Nos.25208.100.08.04Shifting and relocating utility services such as water supply line, sewer line, OFC or telecom or electric underground cables as per Utility relocation plans and with the approval and technical specifications of concerned authority including salvage value of dismantled materials.i)Water supply line of all types and sizesmetre2423.700.0ii)Underground telecom/electric cablesmetre1260.050.08.05Deleted8.06Planting of Trees and their Maintenance for two years: Providing, planting of trees (Avenue trees), height not less than 1.80 meter, digging a hole 0.60 meter in dia and 1.0 meter deep in the ground by the road side, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for two years. 50% payment for this item will be made after one year and remain after two years for the plants service at that time. The payment made after one year shall be deducted for plants found dead after two years.Each542.000.0TOTAL AMOUNT BILL NO.8 MISCLLANEOUS CARRIED TO SUMMARY0.00BILL NO 9 ELECTRICAL WORKS9.01Supply and erection of support of IS standard for over head lines in truely vertical position including welding, drilling of required hole etc. including excavation of pole pit, providing and compacting M-10 Grade concrete in base padding and in refilling of pole pit , priming with red oxide and painting with two coat of aluminum paint complete as per MPSEB specifications.(A) H, beam 152x152mm,37.1 Kg/mtr(1) 11 mtr longEach29934.000.0(2) 13 mtr longEach34867.000.0(3) 15 mtr longEach40016.000.0(B) RS JOIST 175X85 MM SIZE(1) 9.3 mtr longEach13184.000.09.02Supply and erection of stay set on existing pole made of GI stay wire, 19 mm dia. 1.8 mtr. Long stay rod, anchor plate of size 300x300x6.4 mm, thimbale, stay clamp turn buckle, 7/4.00mm dia GI stay wire etc complete including excavation and refiling the same with concrete of M-10 Grade as per MPSEB specification.(A) 16 mm stay set completeEach1395.000.0(B) 20mm stay set complete.Each2311.000.09.3Supply and erection of insulator on existing pole with its hard ware for LT/11kv/33KV lines etc. complete as per MPSEB specifications.(a) 11 Kv strain insulator with hardwareEach292.000.0(b) 33 Kv pin insulator with hardwareEach522.000.0(c ) 11Kv pin insulator with GI PinEach194.000.0(d) 33 Kv Strain insulator with hard ware (Set of 3)Each425.000.0(e) LT shackle Insulator with hardware, 75X90 mmEach63.000.0(f) 11 KV Polymer Pin InsulatorEach195.000.0(g) 33 KV Polymer Pin InsulatorEach522.000.0(h) 11 KV Disc Insulator PolymerEach182.000.0(i) 33 KV Disc Insulator PolymerEach328.000.09.4Supply and erection fixing of MS angle/channel/flat iron fitting for existing over head line poles such as cross arms , clamps, brackets ,nuts bolts etc. including required holes ,welding and necessary material including priming with red oxide and painting with two coat of aluminum paint etc complete as per MPSEB specification.(A) 33 Kv V cross arm 75x75x6mm, 24.6 kgEach1874.000.0(B) 33 Kv top clamp 75x75x6mm, 3.57 KgEach524.000.0(C) 11Kv V cross arm, 65X65X6mm angle type 12.34 KgEach974.000.0(D) 11Kv V Top clam 65X65X6mm angle type 3 KgEach279.000.0(E) LT 5 pin cross arm 65X65X6mm angle type 22 kgEach2092.000.0(F) LT 4 pin cross arm 50X50X5mm, 8.28 kgEach1762.000.0(G) DC cross arm 5 fit centre 100X50 mm, 65 kgEach4960.000.0(I) DC cross arm 8 fit centre 100X50 mm, 56.31kgEach2813.000.0(J) DO and LA Mounting channel 19.37 kgEach1476.000.0(K) Transformer mounting cross arm 100X50 mm, 52.62 kgEach4010.000.0(L) Transformer belting set 31.0 kgEach2736.000.0(M) Transformer claping set 31kgEach2736.000.0(N) MS Channel 100 X50 mm sizeKG63.000.0(O) MS nuts and boltsKG97.000.0(P) 33 KV guarding channal, 45.24 kgSet3447.000.0(Q) 11 KV guarding channal, 37.57 kgSet2863.000.0(R) Bracing set for 4" center DP structureSet3707.000.0(S) Bracing set for 8" center DP structureSet5512.000.0(T) H Beam Back ClampPair194.000.0(U) Stay Clamp for R.S. Joist/ Stay Clamp A-type/ B-TypePair231.000.0(V) 11 KV bird Guard StoolPair214.000.0(W) 33 KV Bird Guard StoolPair237.000.0(X) Single Pole Cut Point FittingSet2312.000.09.5Supply and drawing of stranded ACSR/AAAC, conductor confirming to IS 398-1961 of approved make including stringing, laying, making of complete winding at existing insulator, jointing, jump-ring, tearing, connecting, testing etc. complete on existing pole, as per MPSEB specifications.(A) 100 sq. mm ACSR/AAAC Dog conductorKm64419.000.0(B) 80 Sqmm. ACSR Conductor raccoonKm50872.000.0(C) 55 Sqmm. ACSR Conductor RabbitKm34142.000.0(D) 34 Sqmm. Weasel Conductorkm22162.000.09.6Supply and drawing of GI guard wire 13 sqmm (4mm dia) including stringing winding at existing insulator or brackets, jointing, with horizontal licingis, connecting etc. as required and clearing all obstacles, if any, as per MPSEB specifications.(A) For 33 kv LineMeter77.000.0(B) For 11kv LineMeter77.000.09.7Providing and fixing of anticlimbing device of GI barbed wire 2 ply 12 SWG up to the height of 3.5 mtr. around the pole as per MPSEB specification.Each279.000.09.8Supply and laying spiral-earthing coil made of 13 sq mm. (4mm)dia GI wire , having spiral dia. 50 mm. with 115 turns, continuous lead up to 2.5 mtr. fixing on existing pole with MS nuts and Bolts as per MPSEB specification.Each158.000.09.9Supply and fixing of danger caution board enameled marked for 11 Kv and 33 kv on existing pole as per MPSEB specification.Each73.000.09.10Supply and erection of drop out fuse unit (1 set of 3 nos) as per MPSEB specification.(a) 11 KV DO FUSESet1652.000.09.11Supply, installation and testing of (1 set of 3 nos) lightening arrester complete with its hard ware as per MPSEB spcification.Each(a) for 11 kv line typeEach425.000.09.12Supply and erection of aluminum bobbin of LT line on existing structure etc. complete as per MPSEB specifications.Each36.000.09.13Supply and erection of Air break switch as per IS 9920 part I to V for a normal current rating 400 AMP, spring loaded fixed and knife type moving contact with complete fitting as per MPSEB specifications.(b) 11 KV AB switchEach6585.000.09.14Providing,fixing and testing of earthing arrangement with 38.1 mm dia. 2.5 mtr. long B class GI pipe electrode including excavation, packing of char coal and salt as per MPSEB specification including GI watering pipe 19 mm dia connection and refilling the pit etc. complete as per MPSEB specification.Each5468.000.09.15Supply and erection of LT distribution box suitable for 200 kva pole mounted distribution transformer complete with mounting channel, bus bar and MCCB etc. complete as per MPSEB specification.Each29245.000.09.16Supply and erection of distribution box suitable for pole mounted distribution transformer complete with mounting channel bus bar and MCCB etc. complete as per MPSEB specification.0.0(A) 100 KVAEach16475.000.0(B) 63 KVAEach16345.000.0(C) 315 KVAEach35657.000.0(D) 25 KVAEach6196.000.09.17Supply erection and testing of PVC insulated heavy duty power cable confirming to (IS1554-1964 ) of aluminum stranded solid conductor of 1100 volt grade armoured/ unarmoured.(a) 4 core 6 SQ mm unarmoured cableMeter61.000.0(b) 3.5 core 70 sqmmMeter295.000.0(c)3.5 core 150 sqmmMeter548.000.0(d) 3.5 core 300 sqmmMeter1034.000.09.18Dismantling and removing of pole by excavation and gas cutting ,pin/disc insulator ,guarding. angle ,Vcross,top clamp, ACSR Conductor, any other fitting and placing to MPSEB store as directed by Engineer and clearing the site including labour ,transportation etc. complete.Each Job1215.000.09.19Shifting, installation and testing of distribution transformer of 11/o.4 kv on existing DP structure including connection and disconnection from HT line and LT panel as required as per MPSEB specification.(1) 63 KVA TransformerEach Job3986.000.0(2) 100 KVA TransformerEach Job3986.000.09.20Providing and fixing of LT AB Cable Fitting for laying cable on the pole as per MPSEB specification.0.0(A)AB Cable Hanging Clamp & Tension ClampNo.643.950.0(B) Suspension Clamp with AttachmentNo.437.400.0(C ) Clamp for NeutralNo.30.400.0(D) LT Dead End Clamp for L.T.A.B CABLENo.97.200.0(E) TENSION CLAMPS (Dead End)No.546.750.0(F) Piercing Connector Type-INo.91.150.0(G) Piercing Connector Type-IINo.109.350.0(H) J-Hook for Laying LT AB CableNo.91.150.0(I) J-Hook clamp for Laying LT AB CableNo.97.200.0(J) LT Service connection Ring half roundNo.133.650.0(K) Spring loaded three Phase bus-bar in insulated box 1 in 5 outNo.2965.800.0(L) Spring loaded single Phase bus-bar in insulated box 1 in 6 outNo.1093.000.0(M) Spring loaded single Phase bus-bar in insulated box 1 in 9 outNo.1215.000.0(N) Spring loaded three Phase bus-bar in insulated box 1 in 3 outNo.1517.000.0(O) Al. Lugs for 150 Sq. Mm. CableNo.38.880.0(P)LT XLPE A.B. cable 3x150+1x95+1x35 sqmm. 1100 vkm.450425.000.0(Q)LT XLPE A.B. cable 3x95+1x16+1x50 sqmm. 1100 vkm.212588.550.0(R)LT XLPE A.B. cable 3x70+1x16+1x35 sqmm. 1100 vkm.168581.250.09.21Supply and laying under ground 11/33KV cable for road crossing with all fitting fixing on existing pole with nuts and bolts as per MPSEB specification .(A)33 kv xlpe armoured cable 3x300 sq.mmkm.1846800.000.0(B) 33 kv Arial Bunch cable 200 sq.mmkm.1357641.000.0(C ) Bimetallic clamp for 33 kv ME TerminalNo.534.600.0(D) Indoor heat shrinkable cable jointing kit with lugs for 33kv xlpe 3 core 300sq.mmSet31152.600.0(E) 33kv Polymer lightening arrestor gapeless typeNo.3827.250.0(F) Double Gate set of m.s.angle with mesh & lockingNo.1822.500.0(G) Double suspension strain set Panther conductorNo.3063.000.0(H) 11kv Polymer lightening arrestor gapeless typeNo.425.250.0(I) M.S.Flate 50x6mmMT.62086.500.0(J) 11KV XLPE Armoured cable 3x300 sq.mmkm.1335187.800.0(K) 11KV Arial Bunch cable 3x185+1x150 sq.mm.km.894227.850.0(L) 11KV Arial Bunch cable 200x3 sq.mm.mtr.894.240.0(M) Bimetallic clampNo.534.600.0(N) 11KV cable jointing kit with lugs for xlpe 3* 300sq.mmSet5017.950.0(O) G.I.Pipe 150mm B Grademeter1397.250.0(P) G.I.Pipe 150mm A Grade along DP.meter1172.500.0(Q) G.I.Pipe 15mm 3mtr. Length for earthingNo.15185.070.0(R ) Hume pipe 150 mm inner dia 30 mm thickmeter498.150.0(S) Cable MarkerNo.872.000.0(T) Boring P/bored 600mm. Dia pilesmeter1139.650.09.22Supply and erection of Isolator switch with handle and mechanical locking arrangment 3 phase of multi capacity (1 set of 3 nos ) 3 insulator type 600 Amp.complete as per MPSEB specifications.Each18942.000.09.23Supply erecting and testing of PVC/ XLPE insulated heavy duty power cable conforming to (IS 1554-1964) of alluminum standerd solid conductor of 1100 V grade armoured/ unarmoured.(a) PVC 2 core armoured 4 sq.mm. Al. 1100 voltsMtr48.600.0(b) PVC 4 core armoured 10 sq.mm. Al. 1100 voltsMtr75.000.0(c) PVC 3.5 core armoured 35 sq.mm. Al. 1100 voltskm174231.000.0(d) PVC 4 core armoured 6 sq.mm. Al. 1100 voltsMtr60.750.0(e) PVC 3.5 core armoured 16 sq.mm. Al. 1100 voltskm94721.400.0(f) Xlpe 1 Core Cable 50sq.mmkm42306.300.0(g) Erthing set 40mm /ssNo.5467.500.0(h) Carpat guardingspan6318.000.0(i) 11KV Isolator complete 600 Amp.No.18941.850.0(j) PVC 3.5 core armoured 70Sq.mm Al. conductor 1100VKm.294759.000.0(k) PVC 3.5 core armoured 150Sq.mm Al. conductor 1100VKm.547661.250.0Total Bill No 090.0TOTAL GROSS AMOUNT (BILL 1 TO 9)0.0

&C&"-,Bold"&20MP ROAD DEVLOPMENT CORPORATION LIMITED&CRev-04&RPAGE &P OF &N

Main SummaryMADHYA PRADESH ROAD DEVELOPMENT CORPORATION LIMITEDWidening & Reconstruction of .. Road65.26Intermediate LaneSUMMARY,Bill No.DescriptionORIGINAL CONTRACTAmount in Figure (INR)Amount in Words (INR)ACivil Works1Geneal Provision0.002Site-Clearance0.003Earthwork0.004Sub-base, Base Courses0.005Bituminious & Cement Concrete Pavement0.006Cross-Drainage structures (Bridges & Culverts)0.007Traffic Signs, Marking and Road Appurtenances0.00(A)Total Cost of Civil Works0.00Modifications, if anySub-total for Civil Works (A)0.00Cost per km for Civil Works0.00(B)Non-civil Works8Miscellaneous Items0.009Electric Item0.0010Forest and Environment ClearanceSub-total for Non-civil Works (B)0.00Cost per km0.00CTotal Cost (A+B)0.00DCentagesProvision for variation (Physical Contingencies)@ 5%0.00Provision for Escalation (Price Contingencies)@11.25%0.00Total Cost of (D)0.00ETotal Cost (C+D)0.00FMaintenace @0.75% per Year of E for 5 Years0.00GTotal Cost (E+F)0.00IDepartmental Contingency @ 3% of GHSupervision Charges @ 5% of E0.00Grand Total (G+I+J)0.00Cost per km0.00

&CRev-04