|
| 1 | RUBBoxes with Splayed Wing Wall(Railway Portion) |
| 2 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soil |
| 3 | Depth upto 3 metreUnder the track U Type Splayed wing wall |
| 4 | Depth above 3 metre & upto 6 metreUnder the trackU Type Splayed wing wall |
| 5 | Casting ,supplying and transporting upto Bridge site within 50m, pre cast RCC box, base slabs, blast retainer, bed block, etc. of reinforced concrete slabs in M-35 design mix etc.as per approved drawings & design with contractor\"s own materials such as sand water, 6mm to 20mm well graded machine crushed stone aggregate,admixures etc.including machine mixing of all gradients,placing ,mechanical vibrating curing etc.and providing erecting and dismentaling of staging, centering,shuttering, form work,and providing AC/PVC pipes of approved sizes for weep holes/ drain pipes at spacing as decided by the Engineer -in-charge and handlingwith all lead, lift, depth ascent, doscent, octory, royalty and other texes, etc. including crossing of track, Nallaha, streams or any other obstruction, etc. complete as per instruction of Engineer-in-charge. Note : (i): Payment of steel used will be made seperately under relevant BSR item. (ii) the rates of items includes cost of mix design also.(iii)the rate of item includes the cost of cement also. |
| 6 | Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork R.C.C. grade M25 upto 5 metre height |
| 7 | Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 9 | Applying two coats of truncated inhibited cement slurry coating as per patent no. 109784/67 of CERI, Karaikudi to avoid corrosion of steel reinforcement with contractor all labour, inhibitor solution of approved make, materials tools and plants, handling / rehandling, lead, lift, stacking the coated bars at a nominated place including preparetion of drying platform. The no payment for cement will be made seperately. |
| 10 | Construction ofun-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments. |
| 11 | Placement of precast reinforced cement concrete segmental box with the help ofroad crane at desired location carefully by lifting and pecking method during traffic and power block o with all contactor\"s labour, tools , material, cranes, machinery, preparation of surface as desired by Engineer includingfilling of joints by epoxy mortar, and laying of required sand including all material and labour tools, plants machinary, etc. with all lead and lift. |
| 12 | Dismantling of existing BG under relevant track including trap point of single rail 3 rail panel of 90R/52 Kg with PRC & Other type sleeper of density m+7 including fitting & fastenings & removal of ballast@soil complete including cutting of rails as required as directed by Engineer in charge with Hack saw blade including stacking of released material via rail, sleeper, fittings and fastenings in systematic manner as per direction as per Engineer in charge all lead, lift ascent, descent, crossing of track or any other obstruction as a complete job Nothing shall be paid extra on any account. |
| 13 | Lifting of track(BG) eighth by raising of track in stage of 50 mm including one round packing to make the track fit for 20 kmph speed as per IRPWM manual (for calculation = 6 lifts.) (6x@20) |
| 14 | Packing of stones ballast from exacting track . Screening loading up to 40 m and tracking at nominated area by making plot eighth all lead including contractors own tools, labour etc. complete. 8% shrinkage allowance shall be deducted from gross quantity. The removal of ballast shall be commenced with lifting of track under suitable speed restriction. Qty. of ballast for Length of track to be cut. |
| 15 | Laying and linking of MG/BG track in curve/straight over bridges complete job.Length of track to be linked. |
| 16 | Providing 2nd and 3rd packing (2nos) including proper surfacing, aligning, squaring of sleepers etc. Complete job. 2nd packing including picking up of stacks |
| 17 | 3rd packing including picking up of stacks Length of track to be linked. |
| 18 | Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at site, of weight not less than 40 Kg., including excavation etc. complete. Length of track to be linked. |
| 19 | Supplying fabrication & erection of all steel member as per IS 800-1984 & other relevant IS code for shelter/height gauge comprising of welded trusses purlin, bracing. Post, girder, column,ladder, barring plate, gusset plate etc. on raising level platform & sheds including cost of providing bolts, nuts, washer & welding where required with lead, lift, ascent/decent as per approved make & as per RDSO design including priming coat of red oxide of approved engineer in charge and painting of two coat with synthetic/aluminum paint as a complete job including all taxes, lead, lift, ascent/decent, crossing of track as a complete job. For 2X1 Nos Height Guages |
| 20 | Providing boulders/stone backing 600 mm thick behind abutment/wing/return wall. Retaining wall/breast wall of bridges with stone not less than 15 KG (expect smaller stones to be used for filling up the voids) with all leads lifts ascents descents handling. crossing of nallahas, streams and all other obstructions all labour and materials as a complete job, as per railway specifications and as directed by the Engineer in charge. note - payment to be made on stack measured quantity of boulders/stones redacted by 15% to allow for looseness in stacking. |
| 21 | Paintingwithblackanti-corrosivebitumasticpaintofapprovedbrandandmanufacturetogiveanevenshade :Two or more coats on New Work |
| 22 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 24 | PART- \"B\": CC Pavement and Retaining Wall for Approaches |
| 25 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soilDepth Upto 3 m depthApproaches |
| 26 | Depth above 3 m & up to 6 m.Approaches |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 28 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 R.C.C. grade M25 upto 5 metre height |
| 29 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 30 | Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 31 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications 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 including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. |
| 32 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRTH specifications Clause 2604 |
| 33 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRTH Specification Clause 801 |
| 34 | Lettering with black Japan paint of approved brand and manufacture. |
| 35 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. |
| 36 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 3.70 meter wide and 10 cm high for general traffic |
| 37 | PART- \"C\": Drainage and other Miscellaneous Works |
| 38 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soilDepth Upto 3 m depth |
| 39 | Depth above 3 m & up to 6 m. |
| 40 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 41 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 R.C.C. grade M25 upto 5 metre height |
| 42 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 43 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. |
| 44 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.For Disposal of Rain water etc.600 mm dia |
| 45 | 300 mm dia |
| 46 | Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 230mm thick brick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C.flooring, Cement concrete cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design :Depth upto 1.50mtr |
| 47 | Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion / rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I & II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary, for arresting fine sand particles.The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200 mm Nominal bore. |
| 48 | Supply of ERWM.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe 410 of following sizes at site of work.200 mm nominal bore |
| 49 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200 mm Nominal Bore. |
| 50 | S & F tube well cover of tube well cover ofM.S.sheet(6mm thick) with nuts and bolts complete for casing size:200 mmdia |
| 51 | P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant 160mm dia |
| 52 | P & FrigidPVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 160mm dia |
| 53 | P & F 60 Cm. wide M.S. ladder in open well made of flat iron 32x5mm and 10mm dia bars @ 200mm c/c with angle iron hold fasts at suitable interval complete as per drawing. |
| 54 | Development of tube well as per IS specification using suitable compressor to give and free water for required yield of the gravel packed tube well. |
| 55 | Supply&lyingRiver- gravelsof following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids .For Recharge well(Filter media)Size 9 to 12 mm |
| 56 | Size 3 to 5 mm |
| 57 | Supply & laying of clean, clear sharp river sand of size 1 to 2 mm coarse ,without deduction of voids. |
| 58 | PART- \"D\": Covering of Approaches |
| 59 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.1 mm thick with zinc coating not less than 275 gm/m2 |
| 60 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete above plinth level up to 4.5Mtr. height.Hot finished seamless type tubes |
| 61 | ROAD WORK |
| 62 | PART-\"A\" EARTH WORK |
| 63 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By mechanical means. In area of non thorny jungle |
| 64 | Excavationforroadworkinsoilwithhydraulicexcavatorof 0.9cumbucketcapacityincluding cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 65 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation fromdrainand foundationor otherstructuresgradedand compactedto meetrequirementof Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 |
| 66 | PART-\"B\" SUB BASE & BASE COURSE |
| 67 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For grading iii material |
| 68 | Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththree wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density Grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Manual Means |
| 69 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate. By manual means. |
| 70 | PART-\"C\" BITUMINOUS WORK |
| 71 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 72 | ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 73 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means. Bitumen (VG-30) |
| 74 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511.By Mechanical Means. Case - II : Type B. Bitumen (VG-30) |
| 75 | PART-\"D\" PROTECTION WORK |
| 76 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 suitablematerial.Ordinary soil (i) Upto 3 m depth |
| 77 | Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 |
| 78 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104 Brick masonry in 1:4 cement mortar |
| 79 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200 |
| 80 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 |
| 81 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick |
| 82 | PART-\"E\" FURNITURE WORK |
| 83 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 84 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801.Ordinary km stone |
| 85 | 200 m stone |
| 86 | Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 87 | Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board size 3\"x3\" |
| 88 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 600 mm equilateral triangle |
| 89 | 900 mm side octagonal |
| 90 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
