Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Total Amount of BoQ 2 |
| 2 | Amount after unconditional Rebate |
| 3 | BoQ10 |
| 4 | BoQ11 |
| 5 | BoQ12 |
| 6 | BoQ13 |
| 7 | BoQ14 |
| 8 | BoQ15 |
| 9 | BoQ16 |
| 10 | BoQ17 |
| 11 | BoQ18 |
| 12 | BoQ19 |
| 13 | BoQ20 |
| 14 | BoQ21 |
| 15 | BoQ22 |
| 16 | Schedule-1(Formation Work) |
| 17 | Preparation of foundation for Embankment by clearing, grubbing, stripping top soil (average150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. |
| 18 | Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower.Girth over 60 cm and up to 1.5m. |
| 19 | Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note:- (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii) Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.In all conditions and classifications of soil except rock. |
| 20 | Soft rock not requiring blasting |
| 21 | In hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. |
| 22 | Benching of existing embankment manually in steps of 30 cm height for doubling/tripling works in running line to provide proper amalgamation between the old and new embankments as per RDSO latest Specifications and guidelines RDSO/2020//GE: IRS-0004 to the entire satisfaction of Engineer in-charge. The item includes uprooting and disposing of all the vegetation, all lift, descends, ascends and additional earthwork required for filling due to removal of earth in benching in existing bank. Note: (1) The benching Work shall be done for a maximum height of 0.90 m at any time based on the progress of earthwork starting from toe of the embankment.(2) Benching work shall be certified and recorded before starting the earth work. (3) Unit for payment shall be km per metre height of the Bank. Height here means representative average height of the bank in the specified km taken from cross sectional measurements for earthwork. (4) Since the rate includes earthwork in steps, payment under this item shall be made after completion of earthwork to that level.(5) Cut soil from bank shall not be used in embankment construction and disposed off away from bank as per the direction of Engineer-in-charge. |
| 23 | Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note:-1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines.Using Soil Class SQ2. |
| 24 | Manufacturing of blanketing material by wet mixing of naturally available suitable soil including additional blending with naturally available or manufactured material as required to achieve specified gradation, in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniformlayer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS- 0004 with latest correction slips. |
| 25 | Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.Turfing with sods, 10cm thick and 20cm square closely laid. |
| 26 | Schedule-2(Minor Bridges, Concrete Pathway/Road, Drain, Retaining wall, Ballastless Track & Loading Platform work etc) |
| 27 | Earthwork in excavation by mechanical means (Hydraulic Excavator) / Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge.Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.All kinds of soils. |
| 28 | Extra over item nos. above for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. |
| 29 | Soft rock (not requiring blasting) |
| 30 | Extra over item nos. above for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. |
| 31 | Hard rock (blasting prohibited ) |
| 32 | Extra over item nos. above for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. |
| 33 | Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item.2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. |
| 34 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item.2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.Wing wall and Return wall |
| 35 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. |
| 36 | Centering and shuttering including strutting, propping etc. and removal of form for :All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for :Extra for additional height over item above (Centering and shuttering-Sub-structure / Super-structure) wherever required with adequate bracing, propping etc. over initial height of 5 Metre.s for every additional height of 1 Metre or part thereof. |
| 38 | Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. |
| 39 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117– latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. |
| 40 | Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor’s labour, materials, tools and plant. |
| 41 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. |
| 42 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. |
| 43 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item. |
| 44 | Providing and laying 300mm thick (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge. |
| 45 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. |
| 46 | Schedule-3 (Supply of Cement & Reinforcement for all schedule as and where required) |
| 47 | Supply and using Cement at WorksiteOrdinary Portland Cement 53 grade of approved brands/makes. |
| 48 | Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. |
| 49 | Schedule-4 (Road, Balance Loading Platform items & allied work etc) |
| 50 | Road work:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 Metre.s. |
| 51 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20. |
| 52 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 53 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :With rapid setting bitumen emulsion.On W.M.M. @ 0.75 Kg / sqm. |
| 54 | On bituminous surface @ 0.25kg/sqm |
| 55 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 56 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 57 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 58 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 59 | Balance Loading Platform items & allied work etc.:-Supplying and stacking at site:-90 mm to 45 mm size stone aggregate. |
| 60 | Supplying and stacking at site:-Stone screening 13.2 mm nominal size (Type A) |
| 61 | Supplying and stacking at site:-Moorum |
| 62 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 63 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 Metre.s lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 64 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 Metre.s lead as per direction of Engineer - in- charge. |
| 65 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 Metre.s lead as per direction of Engineer-in-charge.In cement mortar |
| 66 | Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. |
| 67 | Schedule-5(Supply of P.Way fittings ) |
| 68 | Supply of Elastic Rail clips with flat toe (MK.III) conforming to RDSO Drg. No.T-3701 (Alt.3) conforming to specifications IRS-T-31/1989 with upto date alteration. |
| 69 | Supply of Elastic rail clips type 'J' for use at fish plated joints as per RDSO Drg. No. T-4158 conforming to IRS Specification with upto date alteration. |
| 70 | Supply of GFN liner as per RDSO drg. T-3706 (upto date Alt) conforming to IRS Specification with upto date alteration. |
| 71 | Supply of End-Cut GFN liner as per RDSO drg. T-3706 (upto date Alt) conforming to IRS Specification with upto date alteration. |
| 72 | Supply of Grooved Rubber Sole Plate for 60kg rail on 60kg sleeper conforming to to RDSO Drg. No.T-3711 (upto date Alteration) & conforming to IRS Specification for 6 mm thick grooved rubber sole plates (Provisional) 1987 revised 2000 with upto date alteration. |
| 73 | Supply of Fish Plates 60 kg (01 meter long) as per RDSO Drg. No.T-5916 with upto date alteration conforming to IRS Specification with upto date alteration. |
| 74 | Supply of 60 kg Joggled Fishplate as per RDSO Drg no T-5849 (one set comprise of two fishplates and 4 clamps of each type and four bolts) |
| 75 | Comb.Fish plate 60kg-52kg as per RDSO Drg.No.T-696, T-697, T-698 & T-699 with upto date alt.and conforming to IRS-T-6 with upto date alteration. |
| 76 | Supply of Fish Bolts and nuts as per RDSO Drg. No.T-1899 of size 25 mm dia and 140 mm long with upto date alteration. |
| 77 | Supply of Adjustable Hand lever Box with tie bar RDSO Drg. No. 3040 conforming to IRS specification with upto date alteration. |
| 78 | Supply of C.I. Bracket as per RDSO Drg. No. T-4917 Conforming to IS:210-1962 (Grade 20) & IRS-T-10 with upto date alteration. |
| 79 | Supply of Distance Bracket as per RDSO Drg. No. T-4785 Conforming to IS:210-1962 (Grade 20) & IRS-T-10 with upto date alteration. |
| 80 | Supply of Plate screw as per RDSO Drg.No T-3913 conforming to IRS-T-16 with upto date alteration. |
| 81 | Supply of Bolts & Nuts (22mmX110 mm) including Single coil spring washer as per RDSO Drg. No. T-11550 , IRS T-10 with upto date alteration. |
| 82 | Supply of 60kg switch clamp as per RDSO Drg No. T-3521 including Pad Lock to clamp Tongue Rail with Stock Rail with upto date alteration. |
| 83 | Supply of Single Coil Spring Washer according to RDSO Specification with upto date alteration. |
| 84 | Schedule-6 (Supply of Point & Crossings) |
| 85 | B.G. 1 in 12 Points & X-ings with 60 kg (IRS-T-12) 90 UTS 1st quality rails on PSC sleeper layout as per RDSO Drg. No. T-4218, T-4219 & T-4220 with CMS Crossings, all fittings & fastenings, 2 pair of 1m long fish plates, bolts & nuts, Lead rails, standard fish plates(610mm long) and fish bolts & nuts complete but excluding of PSC sleepers.Left Hand / Right Hand. |
| 86 | 1 in 8.5 Points & X-ing with 60kg (IRS-T-12) 90 UTS 1st quality rails on PSC sleeper layout as per RDSO Drg. No. T-4865, 4966 & 4967 with CMS crossings, all fittings and fastening, 2 pair of 1m long fish plates, bolts & nuts, Lead rails, standard fish plates (610mm long) and fish bolts & nuts complete but excluding of PSC sleepers.Left Hand / Right Hand. |
| 87 | 1 in 8.5 Derailing Switch with 60kg (IRS-T-12) 90 UTS 1st quality rails on PSC sleeper layout as per RDSO Drg. No. T-5836 with all fittings and fastening, bolts & nuts, standard fish plates (610mm long) and fish bolts & nuts complete but exclusive of PSC sleepers.Left Hand / Right Hand. |
| 88 | Schedule-7 (Supply of Different types of sleepers) |
| 89 | B.G. Monoblock Prestressed concrete sleepers (category I ) as per RDSO drawing No.T-2496 (PSC-14) and conforming to IRS Specification T-39 (with latest alterations, if any). |
| 90 | B.G. Monoblock Prestressed concrete sleepers (category I ) for Curves as per RDSO drawing No.T-4186 (PSC-14) and conforming to IRS Specification T-39 (with latest alterations, if any) |
| 91 | B.G. PSC sleepers (category-I) for 1 in 12 Turn out Fan Shaped including approach & exit sleepers as per turn out assembly RDSO drawing No. T-4218 with up to date alt. and confirming to IRS Specifications. |
| 92 | B.G. PSC sleepers (category I ) for 1 in 8.5 Turn out including approach & exit sleepers as per turn out assembly RDSO drawing No.T-4865 with up to date alt. and confirming to IRS Specification T-45-1996 |
| 93 | B.G. PSC sleepers (category I) for 1 in 8.5 derailing switch as per RDSO drawing No.T-6068 including approach and exit sleepers with up to date alt. and confirming to IRS Specification |
| 94 | Schedule-8 (STransportation, Loading, unloading and stacking of Rail) |
| 95 | Transportation, Loading, Unloading and Stacking of 60 Kg. Rails from Inside the Bhilai Steel Plant & loading site, Chattisgarh to Kusmahi station, Latehar District, Jharkhand including all Insurance, Freight, Toll Tax (If any) etc. All Stacking to be done as per latest Indian Railways Norms. |
| 96 | Schedule-9 (P.Way Work) |
| 97 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. |
| 98 | Under Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item.3. Laying of new turnout or plain track on prepared ballast bed, as required, shall be paid separately under relevant item.1 in 8½ Turnout (Under Traffic Block) |
| 99 | Manual deep screening of Plain track/ turnouts under traffic as per procedure prescribed in IRPWM, June 2020 or latest, in other than PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts.Depth of 300 mm below bottom of sleeper of Plain Track |
| 100 | Deep screening of turnout under line block within stipulated time by way of removing the Points and Crossing assembly by using T-28 cranes, removing the entire stone ballast bed by excavators up to shoulders to depth of 200/250/300 mm, limiting the digging up to original formation level only, screening the ballast so removed and stacking, spreading ballast on theformation in uniform layer from stack of new/screened ballast, placing the points and crossing assembly in designed position, dumping and spreading ballast in cribs and shoulders, lifting of track as required so as to get a clean cushion of 300mm, shifting of sleepers to correct spacing including removal and re-fixing of fittings wherever necessary, aligning of sleepers as per prescribed layout, initial packing, aligning, dressing/ lowering the cess to deep screened depth up to the edge of bank with a slope of 1 in 30, boxing of ballast to profile and making fit to run the trains at a speed of non stop 20 KMPH as specified in IRPWM - June 2020 or latest complete in all respect as directed by the Engineer - in - charge.Note: 1. Rail cutting and Rail hole drilling shall be paid under relevant items.2. Scooped ballast shall be screened and the unused quantity of screened ballast shall be stacked for use in future.For 1 in 8.5 Points & Crossings. |
| 101 | Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately.2.Spreading of ballast and compaction shall be paid separately under relevant item.For sleeper density of 1540 sleepers per km |
| 102 | Laying 60 kg. Rail (single rail) over concrete 'Ballastless track / Ballasted Track with standard fittings ensuring correct spacing of SGCI Inserts, fixing & tightening of fish bolt & nuts and maintaining proper gauge, alignment, level (both cross & longitudinal), expansion gap at rail joints. The rate should be inclusive of dekinking of rails as required, cutting of rails as required on straight for squaring of joints, drilling holes on using proper template for fish plated joints, greasing and oiling of fish plates & fish bolts and nuts at fishing zone of the rail ends including supply of grease etc.complete in all respect. The rate should also be inclusive of carrying rails, fittings and fastenings with all lead, lift, ascent, decent, crossing road/railway lines, etc. if necessary from RITES/Client's store depot to site of work within a distance of 5 km. |
| 103 | Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed,filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete as directed by Engineer in-charge.1 in 12 Turnouts |
| 104 | 1 in 8½ Turnouts |
| 105 | Derailing Switch |
| 106 | Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. |
| 107 | Cutting of rails with Rail Cutting Machine (Saw type) in all types of rail sections with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Cutting Machine (Saw type) will be as per RDSO Specification No. TM/SM/4, dated 24.04.1991.Note: This item shall only be used in specific circumstances on specific order of Engineer-in-Charge.52 Kg - 72 UTS & other rails - Outside Track |
| 108 | Cutting of rails with Rail Cutting Machine (Saw type) in all types of rail sections with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Cutting Machine (Saw type) will be as per RDSO Specification No. TM/SM/4, dated 24.04.1991.Note: This item shall only be used in specific circumstances on specific order of Engineer-in-Charge.60 Kg - 110 UTS - Outside Track |
| 109 | Bilingual Whistle Boards for level crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm. |
| 110 | Manufacturing and supply of circular STOP Disc of 600mm dia for fixing on emergency chains at level crossings as given in IRPWM including providing Retro reflective sheet fully covered over board confirming to type-IV of ASTM-D4956 in red back ground colour and text \\"STOP\\" of white colour over back ground. The circular board shall consists of 2mm thick Aluminium sheet fixed to 1.5mm thick MS Sheet of 600mm dia with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support .Retro reflective sheet is to be pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01.A vertical holding stand of 1000 mm length x15mm thick to be jointed to back side of board along with a hook for fixing emergency chain as directed by Engineer In charge. |
| 111 | Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long. |
| 112 | Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long |
| 113 | Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long. |
| 114 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) |
| 115 | Manufacture and supply of Precast Kilometer Posts of size 1.15 x 0.50 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of the post with 2 coats of enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.Note: Excavation, Concrete and steel work will be paid under relevant items. |
| 116 | Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.Note: Excavation, Concrete and steel work will be paid under relevant items. |
| 117 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. |
| 118 | Fabricating of check rails of 52Kg and 90R sections for providing to curves by cutting web of rail horizontally by gas, grinding for smoothening the cut edge and drilling of parabolic shaped holes to the web of check rails as per drawing and specification and as per directions of engineer in-charge with all contractor’s labour, tools and materials complete. Note:1. Rails shall be supplied by Railways2.The both ends of head of check rails are to bent/cut as per drawing.3. The released rail scrap shall be stacked neatly with in a lead of 500m.4.Drilling of holes shall be paid under relevant item. |
| 119 | Supply of Ballast:-Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location.Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.When distance of nearest quarry is more than 100 km and up to 150 km. |
| 120 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge.Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. |
| 121 | Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.For average lead up to 50m and lift up to 5m |
| 122 | Extra over item no. above for each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m.Note: This item may be used only in exceptional circumstance under prior order on record. |
| 123 | Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.For lead up to 500 metre. |
| 124 | Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.For lead beyond 500 metre and up to 1 Km. |
| 125 | Extra to Items no. above for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km |
| 126 | Extra to Item no. above 03 items with contractor's Rail Dolly / Dip Lorry |
| 127 | Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads.Note: 1. Lead shall be the shortest motorable road length between the points of loading and unloading.2. Loading and unloading shall be paid extra under relevant items.Lead up to 5 Km. |
| 128 | Loading of rails of any section and length up to 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.In Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. |
| 129 | Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner.From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. |
| 130 | Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.In Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer |
| 131 | Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.From Truck / Trailer. |
| 132 | Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads.Note: Lead shall be the shortest motorable road length between the points of loading and unloading.Lead up to 5 Km. |
| 133 | Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.For 60 Kg Rails |
| 134 | Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI-R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI-R260 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification No.IRST-19-2020 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1. The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2021. 2. Rate is inclusive of transportation of above to SSE/P.Way stores.For 60Kg/60EI- R260 rails |
| 135 | 25mm gap Cess Welding and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's \\"Manual for Fusion Welding of Rails by Alumino - Thermic Process\\" with latest correction slips, including all required handling and rehandling of rails, marking of welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge.Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (Zircon washed) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment.2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing.For 60 Kg/60EI - R260 grade Rail |
| 136 | Carrying out USFD testing of Alumino Thermic (AT) welds on all types of rails, using 0º (2 MHz) double crystal; 70º (2 MHz) 20mm x 20mm single crystal probe for head & flange testing; 2 nos. 45º (2 MHz) single crystal with tandom rig for testing from rail top to bottom & for half moon testing and 70º (2 MHz) 20mm x 20mm side looking probe by NBC (Need Based Concept) method under traffic conditions as per provisions of IR’s \\"Manual & Specifications for Ultrasonic Testing of Rails and Welds\\" & related instructions duly marking the defects, submission of daily reports and storing back-up data as specified & directed. The rates are inclusive of contractor’s men, materials & machines complete unless otherwise specified and directed.Track having up to 3 rail panels - With Contractor’s USFD machine : |
| 137 | Erecting detonator rail posts at required locations as required including cutting the rail to required length varying from 1.00M to 1.50M , leading the rail pieces from nominated station / mid section from nearest depot to site of work, erecting the rail post by making the pit size as required and filling with CC 1:3:6 mix with 40mm aggregates and painting the rail post with two coats of synthetic enamel paint of approved colour and make, marking of detonator symbol as per site requirement, with contractor's materials, labour, paint, all lead and lifts, etc., complete as per specifications and as directed by the Engineer-in-charge.Note: Excavation and concrete work for foundation will be paid under relevant item. |
| 138 | Construction of R.C.C. buffer as per RITES drawing including supply of reinforcement, cement, buffer wooden sleepers (2.75m x 0.3m x 0.20m), bolts & nuts, washers and all other materials. The rate should also include painting of buffer wooden sleeper with approved quality red paint. The rate should also be inclusive of digging of foundation trenches, shuttering & forma finishing with all lead, lift ascent, descent etc. complete (as per RITES drg.) |
| 139 | Fabrication, manufacturing, supply and fixing of glued insulated joint of following rail section as per RDSO drg provided with 2 nos. X 3.25 m long rail and joining by 1 m long fish plates & upto date atl. & conforming to IRS specification including cost of all supplied materials required thereof i.e. fish plates, fish bolts & nuts complete in all respect excluding the cost of rail which will be supplied by RITES/Client/Railways.With 60 kg/m (UIC) 1st quality rails as per RDSO Drg. No. T-5843 (G3L type) |
| 140 | Thorough packing of any kind of sleepers with stone ballast to maintain correct alignment, cross and longitidunal level as required for maintaining track gauge, versine, super elevation, etc., on both straight and curve track laid with contractors tools & labour inclusive of all charges as per IRPWM and as directed by EIC.1 st (First) thorough packing of track (M+7) Density of Sleepers |
| 141 | 2 nd (Second) thorough packing of track (M+7) Density of Sleepers |
| 142 | 3 rd (Third) thorough packing of track (M+7) Density of Sleepers |
| 143 | 4 th (Fourth) thorough packing of track (M+7) Density of Sleepers |
| 144 | Through Packing of 1 in 12 Turn out/ Symterical split on any kind of sleeper with stone ballast to maintain correct alignment, cross and longitidunal level as required for maintaining track gauge, versine, super elevation, etc., on both straight and curve track laid with contractors tools & labour inclusive of all charges as per IRPWM and as directed by EIC(NOTE:- Length of Turn Out will be considered from stock rail joint to the rail joint after 4th exit sleeper)1st (First) Through packing. |
| 145 | 2nd (Second) Through packing |
| 146 | 3rd (Third) Through packing |
| 147 | 4th (Fourth) Through packing |
| 148 | Through Packing of 1 in 8.5 Turn out/ Symterical split on any kind of sleeper with stone ballast to maintain correct alignment, cross and longitidunal level as required for maintaining track gauge, versine, super elevation, etc., on both straight and curve track laid with contractors tools & labour inclusive of all charges as per IRPWM and as directed by EIC(NOTE:- Length of Turn Out will be considered from stock rail joint to the rail joint after 4th exit sleeper)1st (First) Through packing. |
| 149 | 2nd (Second) Through packing |
| 150 | 3rd (Third) Through packing |
| 151 | 4th (Fourth) Through packing |
| 152 | Through packing of 1 in 8½ Derailing switch on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge1st (First) Through packing. |
| 153 | 2nd (Second) Through packing |
| 154 | 3rd (Third) Through packing |
| 155 | 4th (Fourth) Through packing |
| 156 | Schedule-10 (Supply of 140MT In-Motion way Bridge) |
| 157 | Design, manufacture, supply, erecting, testing & commissioning of 140MT capacity fully electronic in-motion weigh bridge (Pit Less) with non-contract track switches complete in all respect for North Dhadu (Western Part) Coal Block of NLCIL in Latehar District, Jharkhand State confirming to RDSO drawing & specifications. (Comprises the following items as indicated for each Set)a. 5.5 Mtr 60kg./52kg Weigh Rail with Transducer - 1 Setb. Capable of Bi-directional use – 1 Setc. Weighing Electronics in Panel 1 No.d. Track Switches (non - contact type)– 1 Set. e. PC i3 with 19”LED monitor with all accessories (standard config. )f. Laser B&W A4 printer- 1No.g. Advance Over-speed Indication with mast- 1 seth. Surge protection device for earthling- 1 no.i. Cables for weigh - cabin upto 20mtrj. 1 KVA UPS with 1 hour backup- 1 No.k. Junction boxes with necessary mounting frame- 1 Setl. Weighing Software- 1 Pacm. One pack three way protection unit- 1 Pac.n. Any other kind of equipment’s required for satisfactory performance of weigh bridge.o. 01 Nos. Computer Table with 02 Nos. Chairs (Reputed Brand with ISI Make). |
| 158 | Freight charges from manufacturer's factory to North Dhadu (Western Part) Coal Block of NLCIL in Latehar District, Jharkhand State site including loading, unloading charges, insurance and other statutory charges etc. |
| 159 | Installation charges of per set of Rail Weigh Bridge. |
| 160 | Schedule-11 (Building work etc.) |
| 161 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 162 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of Soils |
| 163 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 164 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 165 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 166 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 167 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 168 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 169 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 170 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 171 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 172 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square Metre. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 173 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 174 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 175 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 176 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 177 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 178 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum. |
| 179 | Centering and shuttering including strutting, propping etc. and removal of form work for :a) Foundations, footings, bases for columns |
| 180 | b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 181 | c) Suspended floors, roofs, landings, balconies and access platform |
| 182 | d) Shelves (Cast in situ) |
| 183 | e) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 184 | f) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 185 | g) Stairs, (excluding landings) except spiral-staircases |
| 186 | h) Weather shed, Chajjas, corbels etc., including edges |
| 187 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 188 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 189 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) |
| 190 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 191 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 192 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC Content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 193 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 194 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 195 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 196 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces. |
| 197 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 198 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood |
| 199 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 200 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge. |
| 201 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.30 mm thick plain PVC door shutters |
| 202 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 203 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 204 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 205 | Extra for providing and placing in position 2 Nos 6 mm dia. M.S. bars at every third course of half brick masonry. |
| 206 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. |
| 207 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :125x64x1.90 mm. |
| 208 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :75x47x1.80 mm |
| 209 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 210 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm |
| 211 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm |
| 212 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :200 x10 mm |
| 213 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :150 x 10 mm |
| 214 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm |
| 215 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :100 mm |
| 216 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper |
| 217 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 218 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 219 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 220 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece. |
| 221 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 222 | Providing and fixing bolts including nuts and washers complete. |
| 223 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 224 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. |
| 225 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 226 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 227 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 228 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 229 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 230 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm |
| 231 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600 x 600 mm |
| 232 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) .Acid and alkali resistant tile |
| 233 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) .Acid and alkali resistant tile |
| 234 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :.25 mm thick |
| 235 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete |
| 236 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter |
| 237 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Coupler. 110mm Diameter |
| 238 | Single pushfit Coupler110 mm Diameter |
| 239 | Single tee with door110x110x110 mm |
| 240 | Single tee without door110x110x110 mm |
| 241 | Bend 87.5°110 mm bend |
| 242 | Shoe (Plain)110 mm Shoe |
| 243 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm |
| 244 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically Wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 245 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically Wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 246 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg / sqm) |
| 247 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.Upto 5 mm depth and 5 mm width |
| 248 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 249 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 250 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 251 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board.610x510 mm bowl depth 200 mm. |
| 252 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 Metre. long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 253 | Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 254 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe. 32 mm dia |
| 255 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 256 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 257 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 258 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 259 | Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length, 15 mm nominal bore |
| 260 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore |
| 261 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore |
| 262 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 263 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.15 mm nominal dia Pipes |
| 264 | 20 mm nominal dia Pipes |
| 265 | 25 mm nominal dia Pipes |
| 266 | 32 mm nominal dia Pipes |
| 267 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.Internal work - Exposed on wall20 mm dia nominal bore |
| 268 | 25 mm dia nominal bore |
| 269 | 32 mm dia nominal bore |
| 270 | 40 mm dia nominal bore |
| 271 | 50 mm dia nominal bore |
| 272 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :50 to 80 mm nominal bore |
| 273 | Providing and fixing brass stop cock of approved quality :15 mm nominal bore |
| 274 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore |
| 275 | 32 mm nominal bore |
| 276 | 40 mm nominal bore |
| 277 | 50 mm nominal bore |
| 278 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore |
| 279 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal boreHorizontal |
| 280 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal boreHorizontal |
| 281 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm nominal boreHorizontal |
| 282 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal boreHorizontal |
| 283 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 284 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 285 | Providing and fixing soil, waste and vent pipes :100 mm diaCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 286 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :For 100 mm dia pipe |
| 287 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 mm diaSand cast iron S&S as per IS - 3989 |
| 288 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 x 100 x 100 mmSand cast iron S&S as per IS - 3989 |
| 289 | Providing and fixing collar :100 mmSand cast iron S&S as per IS - 3989 |
| 290 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :100 mm |
| 291 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :100 mm |
| 292 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :100 mm diameter pipe |
| 293 | Providing and fixing PTMT grating of approved quality and colour.Circular type125 mm nominal dia with 25 mm waste hole. |
| 294 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. |
| 295 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 296 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty,HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 297 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 298 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35Circular shape 560 mm internal dia |
| 299 | Schedule-12 (Supply & Installation of Tube Well Works) |
| 300 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 Metre. depth below ground level.i.) All types of soili.) 300 mm dia |
| 301 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 Metre. & upto 150 Metre. depth below ground level.i.) All types of soili.) 300 mm dia |
| 302 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.200 mm nominal size dia having minimum wall thickness 5.40 mm |
| 303 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia |
| 304 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 305 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia. |
| 306 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia. |
| 307 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 308 | Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessarybolts & nuts of required size complete.150 mm clamp |
| 309 | Providing and fixing Bail plug/ Bottom plug of required dia to thebottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm dia |
| 310 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External worki.) 40 mm nominal dia Pipes |
| 311 | ii.) 25 mm nominal dia Pipes |
| 312 | Supply, Fixing, Testing & Commissioning of 3.00 HP single phase submersible motor of approved ISI Make. Including, Providing and fixing of non return valve,S.S.nipple,10 mm nylon rope to full depth up to the location of the motor. Also Providing and fixing the Panel board for control switches as required complete as directed by the Engineer- in- charge. |
| 313 | Schedule-13 (Any Other Unforeseen Items) |
| 314 | Any other unforseen item which may require to be operated for work under Schedule - '1' to '12' but not covered in the above items, shall be operated from ECR-USSOR 2021 Modified Rates June 2023 / DSR-2023 after exclusion GST component.\\",\\"(Basic Cost ₹ \\", G14, \\")\\",) |
| 315 | SCHEDULE - 14 OHE WORK |
| 316 | Foot by foot survey for preparation of OHE pegging plan and Preparation of Design , Drawing of Overhead equipment and feeder |
| 317 | Concrete for foundation & Plinth for Ordinary soil/Hard soil including rock required chiselling (Grade M-15) as per RDSO Spec No.ETI/C/0058 or latest. 1:2:4 with graded stone of aggregate 40mm nominal size |
| 318 | Reinforced Concrete of M-15 grade of 1:2:4 graded stone of aggregate 20mm nominal size |
| 319 | Supply, Transportation & commissioning of traction mast/other special masts (BFB/RSJ/B-Series/S-Series etc as required) as per RDSO Spec No.ETI/OHE/13(4/84),Drawing no. ETI/ C/ 0071, IS:2062(2011),IS:800 or latest & Core specification . |
| 320 | Erection of above mast. |
| 321 | Supply, Transportation, testing of TTC/Portals assembly complete with galvanization. As per RDSO Spec No.ETI/OHE/13(4/84),Drawing no. ETI/ C/ 0071, IS:2062(2011),IS:800 or latest & Core specification . |
| 322 | Erection of above TTC/Portal |
| 323 | Supply, Transportation, Erection, testing & commissioning of Hard drawn grooved copper contact wire (107 Sq.mm). As per RDSO Spec No.ETI/OHE/76(6/97) & A&C slip No.1,2,3,4,5,6,7,8&9 or latest. |
| 324 | Supply, Transportation, Erection, testing & commissioning of Cadmium copper catenary wire (65 Sq.mm),As per RDSO Spec No.ETI/OHE/50(6/97) & A&C slip No.1 to 5 or latest. |
| 325 | Supply, Transportation, testing & commissioning of fabricated steel works other than mast (SPS). As per RDSO Spec No. ETI/OHE/13(4/84 ), Drawing no. ETI/ C/ 0071, IS:2062(2011),IS:800 or latest & Core specification . |
| 326 | Erection of the above. |
| 327 | Supply, Transportation, testing & commissioning of Guy rod assembly, as per RDSO Spec No.ETI/OHE/P/5000 or latest. |
| 328 | Erection of the above. |
| 329 | Supply, Transportation, testing & commissioning of single Bracket Assembly without insulators, |
| 330 | Erection of the above. |
| 331 | Supply, Transportation, Erection, testing & commissioning of Overhead Equipment |
| 332 | Erection of the above. |
| 333 | Supply, Transportation, testing & commissioning of regulating equipment ( 3 pulley modified type, as per RDSO Spec No.T/SPC/OHE/ATD/0060/08/06 or latest.) with normal counter weight assembly for conventional OHE. |
| 334 | Erection of the above. |
| 335 | Supply, Transportation, testing & commissioning of materials for termination of double overhead equipment conductor (Excluding 9 tonne insulator) |
| 336 | Erection of the above. |
| 337 | Supply, Transportation, testing & commissioning of materials for termination of single overhead equipment conductor |
| 338 | Erection of the above. |
| 339 | Supply, Transportation, testing & commissioning of anti-creep without cadmium copper catenary wire & 9 tonne insulator but including termination and suspension arrangement |
| 340 | Erection of the above. |
| 341 | Supply, Transportation,testing & commissioning of additional fitting at Turnouts,Overlap & Diamond Crossing for extra work on Item No.10.017 |
| 342 | Erection of the above |
| 343 | Supply, Transportation, testing & commissioning of 9 tonne Insulator,PORCELAIN (1050 MM CD), |
| 344 | Erection of the above. |
| 345 | Supply, Transportation, testing & commissioning of large 160 sq mm Copper jumper (G jumper), as per RDSO spec no.ETI/OHE/3(2/94) ,A&C Slip no.1 or latest. |
| 346 | Erection of the above. |
| 347 | Supply , Transportation, storage & guarding of small 50 sq mm Copper jumper (C/F jumper/ATJ),as per RDSO spec no.ETI/OHE/3(2/94) .with slip no.1 or latest. |
| 348 | Erection of the above |
| 349 | Supply, Transportation, testing & commissioning of Structure Bond |
| 350 | Erection of the above. |
| 351 | Supply, Transportation, testing & commissioning of Transverse and special Bond |
| 352 | Erection of the above |
| 353 | Supply, Transportation, testing & commissioning of longitudinal bond |
| 354 | Erection of the above. |
| 355 | Supply, Transportation, testing & commissioning of single earth electrode with earth pit box cover complete, as per RDSO spec no.ETI/OHE/P/7021,Rev-A or latest. |
| 356 | Erection of the above. |
| 357 | Supply, Transportation, testing & commissioning of section insulator assembly( RDSO spec no.TI/SPC/OHE/LWTSI/0060(Rev.1) with A&C Slip No.1 or latest.) including core insulator . |
| 358 | Erection of the above |
| 359 | Supply, Transportation, testing & commissioning of pull off arrangement for one OHE |
| 360 | Erection of the above. |
| 361 | Supply ,erection, Transportation, storage & guarding of various types of caution boards ( To be supplied as per RDSO Specification) |
| 362 | Supply, Erection, Transportation, storage & guarding of sectioning Diagram Board (Size 4'x2') |
| 363 | Supply, Transportation, Erection, testing & commissioning of bracket insulator(1050 MM CD), Insulator |
| 364 | Supply, Transportation, Erection, testing & commissioning of Stay Insulator,(1050 MM CD), porcelain Insulator |
| 365 | Supply, Transportation, Erection, testing & commissioning of 25 KV Single Pole Isolator 1600A( as per RDSO spec no.ETI/OHE/16(1/94) Rev.2(Mar-04) or latest.) complete with post insulator. |
| 366 | Erection of the above. |
| 367 | Supply, Transportation, testing & commissioning of 25 KV Double Pole Isolator 1600A( as per RDSO spec no.ETI/OHE/16(1/94) Rev.2(Mar-04) or latest.) complete with post insulator with earth contact . |
| 368 | Erection of the above. |
| 369 | Supply, Erection, Transportation, storage & guarding of Key Box for isolator |
| 370 | Supply, Transportation, testing & commissioning of 25 KV Post Porcelain Insulator, as per RDSO spec no. TI/SPC/OHE/INS/0070(04/2007) with A&C slip no, 1 & 2 or latest |
| 371 | Erection of the above. |
| 372 | Supply, Transportation, testing & commissioning of 25 KV/240V 25 KVA Auxiliary Transformer (as per RDSO spec no.ETI/PSI/15(8/2003) or latest) with DO fuse switch assembly complete |
| 373 | Erection of the above.(PB) |
| 374 | Supply, Transportation, testing & commissioning of cable for 240 V A.C Supply (2 Core x 70 Sq.mm) Aluminium, RDSO spec no.IS:694/2010 or latest. |
| 375 | Erection of the above. |
| 376 | Supply, Transportation,testing & commissioning of earth bus of MS flat size 50 mm x 6 mm. |
| 377 | Erection of the above. |
| 378 | Supply, Transportation,testing & commissioning of copper strips size (25mm x 3mm) for equipments earthing, as per RDSO spec no.IS 191/1981 & IS :613/1984 or latest |
| 379 | Erection of the above |
| 380 | Supply, Transportation, testing & commissioning of 25 KV Cross Feeder wire 37/2.25 mm, 150 sq mm copper, As per RDSO spec no.TI/SPC/OHE/HDSCF/0030(06/03) or latest. |
| 381 | Erection of the above |
| 382 | Supply, Transportation, testing & commissioning of suspension copper feeder complete(insulator rate not to be considered) |
| 383 | Erection of the above |
| 384 | Supply, Transportation, testing & commissioning of termination arrangement of feeder |
| 385 | Erection of the above |
| 386 | Supply, Transportation, testing & commissioning of COPPER feeder wire . |
| 387 | Erection of the above |
| 388 | Supply, Transportation,testing & commissioning of Suspension Porcelain insulator with termination arrangement |
| 389 | Erection of the above |
| 390 | Supply, Transportation, Erection, testing & commissioning Splicing & extension of an anchored overhead equipment. |
| 391 | Final adjustment of OHE and Tower Wagon checking. |
| 392 | Preparation of working Rule Diagram and Appendix G |
| 393 | Preparation and approval of of LOP/Pegging plan of OHE and feeder |
| 394 | Preparation and approval of As Erected LOP/SED drawings |
| 395 | Electrical related work during NI Period |
| 396 | Supply,Transportation, storage & guarding of 130 Sqmm Large Span Wire, RDSO spec no.ETI/OHE/50(6/97) with A&C slip no.1,2,3,4 & 5 or latest. |
| 397 | Erection of the above |
| 398 | Supply, erection, Transportation, storage & guarding of Antitheft charging with 5KVA transformer |
| 399 | Supply, Erection, Transportation, storage & guarding rectro reflecting engine stop boards/unwired caution board.As per RDSO specification :ETI/OHE/334(12/97) |
| 400 | Supply, Transportation, Erection, commissioning of number plate rectro reflecting. |
| 401 | Hiring charges of 2 no vehicle( 1 vehicle to be treated as 1 month) for inspection and supervision of work by Railway officials & RITES staff (As per Sr DEE/TRD, Dhanbad Letter No ELD/367/DPR/Siding(NLC-Kusmahi Dt. 01.10.2024) (Payment will be done as per actual and duly signed log book certified by Site Engineer/Railway staff)Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 402 | Inspection Checking by Railway officials at various levels. Vehicle will be from Rly Division or From Head quarter. Payment will be done as per Explanatory Note which is a part of tender document. |
| 403 | Site clearance (tree trimming,rock/debris cleaning,cutting/removel of infringement) excavation. Rates of the payment will be as per govt/DSR/CPWD notified rate or MRA whichever is less. |
| 404 | Hiring of Tower wagon charges for SED checking for 15 days including diesel charge or as per the Invoice of Railways including contractor's profit if applicable. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 405 | Misclleneous & Unforeseen expenditure including purchasing of measuring and testing instruments & equipments i.e. Meggar, tounge tester, injection kit, ohm meter etc.. Rate of payment will be as per the scheduled rate or market rate which ever is less. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 406 | Deployment of security guard with Arm in two shifts in a day to watch the erected OHE , SSP & Electrical General establishment . Payment will be made as per the Govt Notified rate including contractor's profit. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 407 | Deployment of unarmed security guard in two shifts in a day to watch the erected OHE , SSP & Electrical General establishment . Payment will be made as per the Govt Notified rate including contractor's profit. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 408 | News Paper Public notification in 3 different national news paper before charging & obtaining EIG & Cost for preparation of EIG documents and approval and issuance from Railways. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 409 | Liasioning work with Railway both at Division & HQ for the approval of the drawings and other related work up to handing over of the site. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 410 | Purchasing of triffer, ladder, ropes, wiring trolley and other tools for OHE work. Rate of payment will be as per the scheduled rate or market rate which ever is less. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 411 | Manpower detention charges for not availing power block due to various reason .(Payment will be done as per man day consumed and the rate will be as per Govt Notified rate for Skilled and Un skilled labour). Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 412 | Traffic & Power block charge to be paid to Railway on actual as demanded by Railway including contractor profit if applicable . Any penalties will be borne by the contractor. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 413 | Furniture and office equipment including desktop/laptop and 5 in 1 printers (1 % of the estimated rate). As per Sr DEE/TRD, Dhanbad Letter No ELD/367/DPR/Siding(NLC-Kusmahi Dt. 01.10.2024) ( Rate of payment will be as per the scheduled rate or market rate which ever is less. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. ) |
| 414 | OHE spares (3% of the estimated cost). Rate of payment will be as per the scheduled rate or market rate which ever is less. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 415 | T&P Spare (5% of the estimated cost) ( Rate of payment will be as per the scheduled rate or market rate which ever is less. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document). |
| 416 | Environmental Charge @1% of the total cost as per the Railway board Circular No 2016/EnHM/13/02 Dt. 05.06.2018 . Works against this provision will be done as per Railway's instruction. |
| 417 | SCHEDULE - 15 POWER BLOCK WORK |
| 418 | Cutting of old Mast |
| 419 | Dismantling of cantilever assembly |
| 420 | Dismantling of SPS |
| 421 | Dismantling of BWA assembly |
| 422 | Dismantling of Guy rod assembly |
| 423 | Dismantling of Anticreep |
| 424 | Dismantling of Termination |
| 425 | Dismantling of 9 Tonne insulator |
| 426 | Dismantling of OHE |
| 427 | Dismantling of sectioning insulator |
| 428 | Dismantling of SP/DP Isolator |
| 429 | Slewing of OHE |
| 430 | Erection of Jumper |
| 431 | Erection of pull off arrangement |
| 432 | Splicing & extension of an anchored overhead equipment under Power Block including supply of contact & catenary splices |
| 433 | Erection of Single Bracket Assembly |
| 434 | Erection of traction mast |
| 435 | Erection of SPS |
| 436 | Erection of OHE |
| 437 | Erection of regulating equipment (3 pully type) with normal counter weight assembly for conventional OHE |
| 438 | Erection of Termination |
| 439 | Erection of Section Insulator & adjustment |
| 440 | Erection of 9 Tonne Insulator |
| 441 | Transfer of OHE from one mast to other |
| 442 | Erection of 25 KV single pole isolator |
| 443 | Adjustment of OHE under power block |
| 444 | Erection of Guy rod |
| 445 | Erection of 25 KV Double pole isolator |
| 446 | Erection of cross feeder wire |
| 447 | Erection of Anticreep |
| 448 | Erection of 25kv post insulator |
| 449 | Erection of TTC |
| 450 | Erection of feeder wire |
| 451 | Transportation of relased material to Railway / NLC store. Proof of document for shifting & delivery required against any payment. The Rate will be Govt notified rate for transportation and labour. Profit of the contractor will be given if applicable. Prior approval required before execution of this work. |
| 452 | Other miscelenous items related to dismentalling and modification at SRJ. Prior approval of the work to be taken before execution of work. Rate will be as per schedule or market rate. Proof of payment is required along with bill. |
| 453 | Environmental charge @1% of the Estimated cost |
| 454 | SCHEDULE - 16 SSP With SCADA |
| 455 | Preparation, Design ,Drawing and approval of all the drawings of new SSP |
| 456 | Foot by foot survey and preparation of Design & Drawing for feeder wire |
| 457 | Concrete for foundation & Plinth for Ordinary soil/Hard soil including rock required chiselling (Grade M-15) as per RDSO Spec No.ETI/C/0058 or latest. 1:2:4 with graded stone of aggregate 40mm nominal size |
| 458 | Reinforced Concrete of M-15 grade of 1:2:4 graded stone of aggregate 20mm nominal size |
| 459 | Supply, Transportation,testing & commissioning of main mast of Switching Station, As per RDSO Spec No.ETI/OHE/13(4/84),Drawing no. ETI/ C/ 0071, IS:2062(2011),IS:800 or latest & Core specification . |
| 460 | Erection of the above (NPB) |
| 461 | Supply, Transportation,testing & commissioning of fabricated steel other than mast (SPS) |
| 462 | Erection of the above (NPB) |
| 463 | Supply, Transportation, testing & commissioning of 25KV, 1600A vaccum circuit breaker, as per RDSO spec no. TI/SPC/PSI/LVCBIN/0120 (Dec , 2013) ver.0 with A & C slip no.1 (oct 2016) or latest. |
| 464 | Erection of the above. |
| 465 | 25 kV Single Pole Vacuum Interuptor with steel structure and control machanism, rating 1600Amps as per RDSO specification no. ETI/SPC/PSI/167(9/97) |
| 466 | Erection |
| 467 | Supply, Transportation, testing & commissioning of 25 kV double Pole Isolator 1600 Amp with Insulators and accessories. |
| 468 | Erection of the above. |
| 469 | Supply, Transportation, testing & commissioning of interlocking device |
| 470 | Erection of the above. |
| 471 | Supply, Transportation,testing & commissioning 25 kV Pedastial Insulator with accessories ,as per RDSO specification no. TI/SPC/OHE/INS/ 0070 (04/2007) with A&C Slip No.-1 & 2 or latest. |
| 472 | Erection of the above. |
| 473 | Supply, Transportation, testing & commissioning of feeder suspension of copper feeder complete without insulator. |
| 474 | Erection of the above. |
| 475 | Supply, Transportation, testing & commissioning of materials for termination of 25KV feeder wire |
| 476 | Erection of the above. |
| 477 | Supply, Transportation, testing & commissioning of Porcelain 9-tonne Insulators (RI 6020-1) (1050 mm CD) as per RDSO specification no. TI/SPC/OHE/INS/0070 (04/2007) with A&C Slip No.-1 & 2 or latest. |
| 478 | Erection of the above. |
| 479 | Supply, Transportation, testing & commissioning of 25kv PT type-II |
| 480 | Erection of the above. |
| 481 | Supply, Transportation, testing & commissioning of 25kv PT type-I |
| 482 | Erection of the above. |
| 483 | Supply, Transportation, testing & commissioning of 25kv current transformer (1000-750/5A) Type-II |
| 484 | Erection of the above. |
| 485 | Supply, Transportation, testing & commissioning of Control and relay panel Numerical type of 1no CB and 4nos BM |
| 486 | Erection of the above. |
| 487 | Supply, Transportation, testing & commissioning of 42 kV Metal Oxide gapless Lightning Arrestor with Surge monitor and isolation device as per RDSO specification no. TI/SPC/PSI/ MOGTLA/ 0101 (2/2015) or latest. |
| 488 | Erection of the above. |
| 489 | Supply, Transportation, testing & commissioning of low maintanence lead acid battery 110v,200AH with floor mounted stand. |
| 490 | Erection of the above. |
| 491 | Supply, Transportation, testing & commissioning of battery charger for 110v, 200AH for low maintanence lead acid battery as per RDSO spec no. ETI/PSI/24(6/81) or latest. |
| 492 | Erection of the above. |
| 493 | Supply, Transportation, testing & commissioning of single earth electrode with earth pit box cover complete, RDSO spec. no.ETI/OHE/P/7021, rev- A or latest. |
| 494 | Erection of the above. |
| 495 | Supply, Transportation, testing & commissioning of large copper jumper 160sqmm (G jumper) |
| 496 | Erection of the above. |
| 497 | Supply, Transportation, testing & commissioning of Structuure bond of MS flat size 50x6mm (Total 40mtr length in single piece) |
| 498 | Erection of the above. |
| 499 | Supply, Transportation,testing & commissioning of earth bus of GI flat size 50x6mm |
| 500 | Erection of the above. |
| 501 | Supply, Transportation,testing & commissioning of copper strip of size 25x3mm for equipment earthing. |
| 502 | Erection of the above. |
| 503 | Supply, Transportation, testing & commissioning of 2.5 sq mm 7 core Copper cables conform to IS: 1554/pt.I/1988. |
| 504 | Erection of the above. |
| 505 | Supply, Transportation,testing & commissioning of 2.5 sq mm 2 core Copper cables for catenary indication. IS: 1554/pt.I/1988. |
| 506 | Erection of the above. |
| 507 | Supply, Transportation, testing & commissioning of 4 sq mm 2 core AL. cables for heater supply. |
| 508 | Erection of the above. |
| 509 | Supply, Transportation, testing & commissioning of 4 sq mm 2 core copper. cables for 110V DC supply . |
| 510 | Erection of the above. |
| 511 | Supply, Transportation,testing & commissioning of Tubular Al. busbar 36mm x 28mm dia . |
| 512 | Erection of the above. |
| 513 | Supply, Transportation,testing & commissioning 36mm aluminium Bus terminal for 25kv Isolator (Rigid type) (ID 6480). |
| 514 | Erection of the above. |
| 515 | Supply, Transportation, testing & commissioning 36 mm aluminium Bus splices (ID 6490). |
| 516 | Erection of the above. |
| 517 | Supply, Transportation, testing & commissioning 36 mm aluminium Bus Tee connector (ID 6500) |
| 518 | Erection of the above. |
| 519 | Supply, Transportation, testing & commissioning 36/20mm terminal connector (ID 6530). |
| 520 | Erection of the above. |
| 521 | Supply, Transportation,testing & commissioning 36/15 mm Tap connector (ID 6520). |
| 522 | Erection of the above. |
| 523 | Supply, Transportation, testing & commissioning of Flexible bus splice (6550) |
| 524 | Erection of the above. |
| 525 | Supply, Transportation, testing & commissioning Terminal connector for Al. conductor Bolted type (6830-1). |
| 526 | Erection of the above. |
| 527 | Supply, Transportation, testing & commissioning of Earthing heel |
| 528 | Erection of the above. |
| 529 | Supply, Transportation, testing & commissioning of fencing panel including gate panel. |
| 530 | Erection of the above. |
| 531 | Supply, Transportation, testing & commissioning of fencing uprights |
| 532 | Erection of the above. |
| 533 | Painting of fencing |
| 534 | Supply, Transportation, testing & commissioning of Anti-climb device with barbed wire. |
| 535 | Erection of the above |
| 536 | Supply, erection, Transportation, storage & guarding of various type of enamelled plate /board. |
| 537 | Supply, erection, Transportation, storage & guarding of various type of caution board. |
| 538 | Supply, erection , Transportation, storage & guarding of shock treatment chart laminated |
| 539 | Supply, Transportation, testing & commissioning of Guy rod assembly |
| 540 | Erection of above |
| 541 | Supply, erection, Transportation, storage & guarding of Key box for isolator |
| 542 | Supply, erection, Transportation, storage & guarding of 240V AC main switch with DB along with MCB |
| 543 | Supply, erection, Transportation, storage & guarding of 110V DC DB |
| 544 | Inpection & Checking by railway officer at various level |
| 545 | Furniture of SSP Building & other places |
| 546 | Internal wiring of control room wiring and fixing of light , fan. |
| 547 | News Paper Public notification in 3 different national news paper before charging & obtaining EIG & Cost for preparation of EIG documents and approval and issuance from Railways. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 548 | Building Civil work in SSP control room. |
| 549 | Supply, Transportation, Erection, testing & commissioning of feeder wire 150 sq mm copper as per RDSO spec. TI/Spec/OHE/HDSCF/0030 or latest |
| 550 | Design, Drawing, Supply SCADA/RTU |
| 551 | Erection, Testing & Commissioning of RTU/SCADA |
| 552 | Modification of SCADA equipment Hardware & Software at POST |
| 553 | Modification of SCADA equipment Hardware & Software at RCC with sectioning diagram |
| 554 | All earth work including excavation and filling. Rates of the payment will be as per govt/DSR/CPWD notified rate or MRA whichever is less. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 555 | Liasioning with Railway officials both at Division & HQ up to handing over of site.Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 556 | Other Misclleneous expenditure including purching of measuring and testing instruments & equipments and guarding of erected equipment (Both Armed & withoout arm if needed as per Govt. notified rates. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 557 | Supply, transportation, storage, guarding of 25KVA AT |
| 558 | Erection & testing of 25KVA AT (PB) |
| 559 | Supply of Fire Extingusher CO2 type capacity 9 ltr (wall mounted) |
| 560 | Fire bucket duly painted with red colour of 9 ltr capacity filled with sand along with stand including painting |
| 561 | Supplying and laying of 100mm GI pipe |
| 562 | Supplying and laying of RCC/HUME pipe of 150 mm |
| 563 | Traffic & Power block charge to be paid to Railway on actual as demanded by Railway including contractor profit if applicable . Any penalties will be borne by the contractor. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 564 | PSI spares as per Rly requirement @3% of the estimate |
| 565 | Furniture and office equipment including computer/laptop and printer @1% of the estimated cost |
| 566 | Environmental charge @1% of the total cost. |
| 567 | SCHEDULE -17 Ilumination of Yard |
| 568 | Supply,erection, testing , commissioning of 30 mtr High Mast tower along with feeder pillar consisting with Top Dia-150mm, Bottom Dia -625mm, section -3 (section length -10500mm) thickness-6, 5 & 4mm Base plate -840 x 36mm, PCD -740mm, with following items: High Mast sections with base plate, Lantern carriage suitable to fix 20 Nos. of Luminaries (350W LED) Symmetric, 3 suspension Head frame with Double drum winch (Gear Ratio - 53:1), Motor, 8mm SS wire rope (Grade-AISI 316) Compensating Disc, L-stopper (3 Nos.), Manual/Electrical operating handle mounting plates lightening Arrester and earthing spikes (MS GI). Traling cable (1set 5core x 4 sqmm EPR PCP Round Copper), MS GI juction box and astronomical timer. (with 16 nos-M30 x 850 mm foundation bolts) |
| 569 | Supply, erection, testing and commissioning of 20 mtr High Mast tower along with feeder pillar panel consisting with Top Dia-150mm, Bottom Dia -410mm, section -2(section length -10300mm) thickness- 5 & 4mm Base plate -570 x 30mm, PCD -490mm, with following items: High Mast sections with base plate, Lantern carriage suitable to fix 12 Nos. of Luminaries (250W LED) Symmetric, 3 suspension Head frame with Double drum winch (Gear Ratio - 53:1), Motor, 8mm SS wire rope (Grade-AISI 316) Compensating Disc, L-stopper (3 Nos.), Manual/Electrical operating handle mounting plates lightening Arrester and earthing spikes (MS GI). Traling cable (1set 5core x 2.5 sqmm EPR PCP Round Copper), MS juction box and astronomical timer. (with 08 nos-M30 x 850 mm foundation bolts) |
| 570 | Foundation RCC with M-20 grade concrete FOR Erection of 30/20Mtr High mast |
| 571 | Supply Installation Testing & Commissoning of LED type single dome avation obstruction light for 30/20 Mtr. High mast. |
| 572 | Supply of 350W flood light fitting high power LED lamps for 30 Mtr. High mast. |
| 573 | Installation Testing & Commissoning of above. |
| 574 | Supply Installation Testing & Commissoning of 250W flood light fitting high power LED lamps for 20 Mtr. High mast. |
| 575 | Freight, Loading, unloading and shifting etc as requried for 30/20 Mtr. High mast. |
| 576 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 577 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nutbolt & spring washer spaced at 50mm) |
| 578 | Supply of armoured XLPE insulated Al, L.T power PVC sheathed FRLS cable 1100V grade of size 4CX25 sqmm |
| 579 | Descrption as above of size 4cx16 sqmm |
| 580 | Descrption as above of size4cx70 sqmm |
| 581 | Descrption as above of size3.5CX120 sqmm |
| 582 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required up to 35 sq.mm |
| 583 | Above 35sqmm & upto 95sqmm |
| 584 | Abobe 95sqmm & up to 185 |
| 585 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required up to 35 sq.mm |
| 586 | Above 35sqmm & upto 95sqmm |
| 587 | Abobe 95sqmm & up to 185 |
| 588 | Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required upto 40 mm dia |
| 589 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required upto 35 sq mm( clamped with 1 mm thick saddle) |
| 590 | Above 35sqmm & upto 95sqmm |
| 591 | Abobe 95sqmm & up to 185 |
| 592 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required 4x25 sq.mm(28mm) |
| 593 | Descrption as above of size 4CX16 |
| 594 | Descrption as above of size 4CX 70 |
| 595 | Descrption as above of size 4CX120 |
| 596 | Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm includinginscription duly engraved as required. |
| 597 | Testing , Commissioning & purchase of testing equipment Charge. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 598 | Extra Excvation, filling and earth work etc. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 599 | Foot by Foot survey,Design, Drawing and approval |
| 600 | Other Miscelleneous Cleaning of site, triming and dismenteling existing stucture and other unforseen expenditure. Prior approval from the Engineer In Charge/PC is required for the payment. Payment will be done as per the Explanatory Note which is a part of Tender Document. |
| 601 | SCHEDULE - 18 Illumination of Pathway |
| 602 | Supply, Transportation, Erection, testing & commissioning of 6mtr octagonal pole top dia 70mm, Bottom Dia -130mm, section -1 (section lenth-6000mm) thick -3mm. Base plate-220mm X 220mm X 12mm PCD-220 with cable connector box at bottom. |
| 603 | Supply, Erection,transportation, storage & guarding of single arm bracket 1000mm long with 48.8 OD GI pipe. |
| 604 | Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required. |
| 605 | Supply, erection, transportation, storage & guarding of LED 90Watt Street light fitting. |
| 606 | Supply, Installation,Testing, Commissoning , transportation, storage & guarding of feeder pillar with 63A TPN MCB incomer, single dial time switch,astronomical timer, 45A TP contactor for the automatic switching of luminaries, power tool control with 2nos. 9A contactor and rise lower push button, Incomming 35mm and outgoing 16 &2.5Sqmm terminals |
| 607 | Supply, Transportation of circular armoured XLPE insulated Al, L.T power FRLS PVC sheathed cable 1100V grade of 4Cx16 SQ mm |
| 608 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required up to 35 sq. mm |
| 609 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as require up to 35 sq mm |
| 610 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required up to 35 sq mm ( clamped with 1 mm thick saddle) |
| 611 | Supplying, embedding, transportation, storage & guarding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 40 mm dia |
| 612 | Supplying, transportation, storage ,guarding and making cable route marker with cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required. |
| 613 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 614 | Supplying , laying, transportation, storage & guarding 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nutbolt & spring washer spaced at 50mm) |
| 615 | Supply, erection, testing, commissioning, transportation, storage & guarding of 1.5HP submersible pump moor set 2000LPH for 92m head suitable for 125mm dia tube well, complete with all pipes and electrical acessories like starter, single phase preventor and automation equipment. |
| 616 | Supply, erection, transportation, storage & guarding of LT panel, 1x100Amp. MCCB 4pole 35KA fixed as incoming & 2x63A MCB TPN 415V as outgoing, for the above pumps |
| 617 | Supply, Transportation, Erection, testing & commissioningof 10KVA silent DG set three phase coupled with kirloskar Engine of 16BHP 1500 RPM Air cooled with AMF panel battery lead acid type fuel tank with all accessories as per CPCB norms-II |
| 618 | Supply, Transportation, Erection, testing & commissioningof 25 KVA silent DG set three phase coupled with kirloskar Engine of 32BHP 1500 RPM Air cooled with AMF panel battery 12V/80AH lead acid type fuel tank of minimum capacity 65 ltr with all accessories as per CPCB norms-II |
| 619 | Erection & commissioning charge of above |
| 620 | Testing & Commissioning Charge of complete path way lighting |
| 621 | Excvation and earth work etc. Rates of the payment will be as per govt/DSR/CPWD notified rate or MRA whichever is less. Prior approval is required before start of this work and all other terms are as per explanatory note which is a part of the ender document. |
| 622 | Foot by Foot survey, Design, Drawing and approval |
| 623 | Cleaning of site, cleaning of debries triming and dismenteling existing stucture . Rates of the payment will be as per govt/DSR/CPWD notified rate or MRA whichever is less. Prior approval is required before start of this work and all other terms are as per explanatory note which is a part of the ender document. |
| 624 | SCHEDULE - 19 Conversion of 11kV Line |
| 625 | Supply of 60 Kg New rail pole (Unit Wt: 60.34 KG / Mtr) |
| 626 | Supply of 60Kg 2nd hand rail pole |
| 627 | Erection of steel tubular and rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation of 0.34 cum including excavation to be painted with primer & finish paint as required. Erection |
| 628 | Supply and erection of galvanised stay set for 11 kV over head lines complete with 19/ 20 mm dia X 1.8 meter long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm thick, thimble, stay clamps, turn buckle (20 mm X 600 mm), 7/ 4.00 mm dia G.I. stay wire and 11 kV strain insulator etc. in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation of 0.28 cum including excavation of 1.2 cum and refilling etc. as required. |
| 629 | Supply of ACSR conductor-DOG (6 X 4.72+7 X 1.57 mm) conductor |
| 630 | RABBIT (6 X 3.35+1 X 3.35 mm) conductor |
| 631 | Erection of ACSR conductor including binding etc. as required. |
| 632 | Supply of composite type silicon make 11 kV pin insulator of 5 kN mechanical endurance complete with large steel head GI pin, nuts, washers etc as required. |
| 633 | Erection of the above |
| 634 | Supply of composite type 11 kV tension insulator for over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts, washers etc as required. |
| 635 | Erection of the above |
| 636 | Supply of 3 core, 150 sqmm, 11 kV(E), XLPE insulated FRLS outer seathe, PVC inner & outer sheath, round armoured, copper cable. |
| 637 | Supply of 3 core, 120 sqmm, 11 kV(E), XLPE A2XWY insulated FRLS outer seathe, PVC inner & outer sheath, round armoured, aluminium cable. |
| 638 | Laying of one number XLPE insulated and PVC sheathed / XLPE power cable of 11 kV grade of following size direct in ground including excavation of 42 cum , sand cushioning 8.76 cum , protective covering and refilling the trench etc. as required.Above 95sqmm & up to 185sqmm |
| 639 | Laying of XLPE cable of 11 kV grade in the existing masonary open duct as required.Upto 120 sq. mm |
| 640 | Supply and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrule and other jointing materials, for 3CX 150 Sq. mm of 3 core, XLPE aluminium/ copper conductor cable of 11 kV grade as required. |
| 641 | Supply and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrule and other jointing materials, for 3CX120 Sq. mm of 3 core, XLPE aluminium/ copper conductor cable of 11 kV grade as required. |
| 642 | Supply and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for 3CX120 Sq. mm size , XLPE aluminium/ copper conductor cable of 11 kV grade as required |
| 643 | Supply and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for 3CX 150Sq. mm size , XLPE aluminium/ copper conductor cable of 11 kV grade as required |
| 644 | Laying and fixing of one number XLPE power cable of above 95 sq. mm and upto 185 sq. mm (clamped with 25/ 40x3mm MS flat clamp) size on pole as required. |
| 645 | Supply and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including description duly engraved as required. |
| 646 | Supply of 90 mm dia (PE-80, PN-6, SDR-17) HDPE pipe ISI marked conforming to IS 4984/1995 complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 647 | Erection of above |
| 648 | Coupler for HDPE pipe 90 mm |
| 649 | Supply ,Providing, laying and fixing 150 mm dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc. |
| 650 | Supply & fixing of 1.2 mtr long, 75 mm X 40 mm X 6 mm MS channel iron cross arm bracket conductors with 50 mm X 6 mm MS flat iron clamp of length 0.5 mtr to be fixed by 50 mm X 16 mm MS nut bolt & washer. MS flat of length 0.225 mtr to be welded with the bracket for anti-sliping. Entire bracket with nut bolt to be painted with primer & finish paint as required. |
| 651 | Supply & fixing of 2.2 mtr long, 75 mm X 40 mm X 6 mm MS channel iron cross arm bracket with 50 mm X 6 mm MS flat iron clamp of length 0.5 mtr to be fixed by 50 mm X 16 mm MS nut bolt & washer. Entire bracket with nut bolt to be painted with primer & finish paint as required. |
| 652 | Supply & fixing of 2.2 mtr long, 50 mm X 6 mm MS angle iron bracket with 50 mm X 6 mm MS flat iron clamp of length 0.5 mtr to be fixed by 50 mm X 16 mm MS nut bolt & washer. Entire bracket with nut bolt to be painted with primer & finish paint as required. |
| 653 | Supply and fixing of 65 mmX6 mm MS angle iron bracket of various length with 50 mm X6mm MS flat iron clamp of length 0.5 mtr to be fixed by 50 mm X16 mm MS nut bolt and washer. Entire bracket with nut bolt to be painted with primer and finish paint as required. |
| 654 | Supply and erection of of 8 SWG GI wire for guarding of LT/HT OH lineSupply of 8 SWG G.I Wire (guard wire) |
| 655 | Erection of G.I wire no 8 SWG including binding etc as required (guard wire) |
| 656 | Supply and erection of 6 SWG GI wire for wire for meash of guarding wire of LT/HT OH lineSupply of 6 SWG G.I Wire (guard wire) |
| 657 | Erection of 6 SWG G.I wire for binding etc as required (wire mesh guarding) |
| 658 | Supply of Earthing with GI earth pipe 4.5 mtr long, 40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. |
| 659 | Erection of the above. |
| 660 | Supply ,Providing and fixing 25mm x 5mm GI strip on surface or in recess for connections etc. as required |
| 661 | Erection of the above. |
| 662 | Supply of three piece nonlinear resistor type lightning arrestor suitable for 3 wire, 11 kV overhead lines with rated voltage 9 kV (rms) with a nominal discharge current rating of 5 kA and complete with galvanised clamping arrangement,G.I. bolts, nuts, washers etc. as required. |
| 663 | Erection of above |
| 664 | Pushing of Cable covered with HDPE pipe beneath Railway track with G. I pipe protection through jack push system (double cable) |
| 665 | Pushing of Cable covered with HDPE pipe beneath Railway track with G. I pipe protection through Direct cut & cover method (double cable) |
| 666 | Preperation of Design & Drawing for Modification of crossings including dismantling |
| 667 | Survey of overhead alignments as available and proposed scheme |
| 668 | Earthwork in exacavation, getting out the exacavated materials, cable laying, back filling of the layers, dispose off the surplus material with all labours and materials as per the direction of Engineer in charge. Hard Rock (blasting prohibited) Rates of the payment will be as per govt/DSR/CPWD notified rate or MRA whichever is less. Prior approval is required before start of this work and all other terms are as per explanatory note which is a part of the ender document. |
| 669 | Supply, Providing and fixing H.T./LT danger notice plate of 250 mm X 200 mm,complete with clamp & fastners made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side mentioning Voltage as required |
| 670 | Erection of the above. |
| 671 | Site clearence as directed by the Engineer in charge including tree cutting & tree felling . Rates of the payment will be as per govt/DSR/CPWD notified rate or MRA whichever is less. Prior approval is required before start of this work and all other terms are as per explanatory note which is a part of the ender document. |
| 672 | Supply and erection of 3 pin GI 12 SWG barbed wire for anti climbingSupply |
| 673 | Erection of the above |
| 674 | Dismalting Works Dismantling of Rail pole / Tubular pole |
| 675 | Opening of Line DP Channel |
| 676 | Opening of LT & HV conductor |
| 677 | Dismentling of Insulators (Pin, disc & shackle) |
| 678 | Dismentling of D.P Cross Bracing |
| 679 | Liasioning with Electricity Board officers/approvers.Rate of payment will be as per the scheduled rate or vmarket rate whichever is less. Prior approval from the Engineer In charge/PC is required for the payment . Payment will be done as per the explanatory note which is a part of tender docuiment |
| 680 | Supervision charge of Railway & Electricity board (6% of the estimated cost. Rate of payment will be as per the scheduled rate or vmarket rate whichever is less. Prior approval from the Engineer In charge/PC is required for the payment . Payment will be done as per the explanatory note which is a part of tender document. |
| 681 | Schedule-20 (General Electrical Work) |
| 682 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required group A |
| 683 | Group C |
| 684 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 685 | Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit complete as required 2X2.5 sq mm + 1x2.5sqm earth wire |
| 686 | Group C |
| 687 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 688 | Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit complete as required 2X2.5 sq mm + 1x2.5sqm earth wire |
| 689 | Group C |
| 690 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 691 | Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit complete as required 2X2.5 sq mm + 1x2.5sqm earth wire |
| 692 | Group C |
| 693 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 694 | Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cables in surface/recessed steel conduit complete as required 2X2.5 sq mm + 1x2.5sqm earth wire |
| 695 | Single Pole |
| 696 | Single pole and neutral |
| 697 | Triple pole and neutral |
| 698 | Providing and fixing 6 SWG G.I. wire on surface or in recess for loop earthing as required . |
| 699 | Above 35 sq. mm and upto 95 sq. mm |
| 700 | Above 35 sq. mm and upto 95 sq. mm |
| 701 | Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required up to 40 mm dia |
| 702 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 703 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) |
| 704 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required 3x16sq mm(25mm) |
| 705 | As above with 4 X 16 sq. mm (25mm) |
| 706 | 3½ X 70 sq. mm (38mm) |
| 707 | Supply of 20 watt LED Tube Light fixture similar to Havells light cat no.: NICOLAUS- Nicolaus Glamtube 20 W LED 6500K LHEWAJPGPV1B020 or equivalent |
| 708 | Supply of 20 watt LED Tube Light fixture similar to Havells light cat no.: NICOLAUS- Nicolaus Glamtube 20 W LED 6500K LHEWAJPGPV1B020 or equivalent |
| 709 | Supply of 10 watt LED Bulkhead Light fixture similar to Havells light cat no.: Havells ELLIPSE NEO 13.5W HEXA LED or equivalent |
| 710 | 120 watt LED Flood Light fixture similar to Havells light cat no.: Energy saving, environmental friendly, long life, exclusive innovative die-cast aluminium IP66 flood light, JETA IRIS JETAIRISFLS120WLED757SYMLTG |
| 711 | Supply of Heavy Duty exhaust fan 300 mm sweep 1400 RPM, complete with blade and louvers etc. model no. Havells Turbo Force SP Or Equivalent. |
| 712 | Split AC with cordless remote control, stabilizer etc. both inter connected with copper refrigerant pipe (or as requried 20 metre) and drain pipe of required length as given, cabling and wiring, insulation with cross linked polyethylene foam, full charge of refrigerant gas and oil, M.S. base frame, supports etc. complete as per specifications and drawings. The cost shall also include angle iron stands for outdoor units along with stabilizer. 2.0 TR Hi-wall Unit Inveter AC(5 star rating with min. EER is 3.5) with ref.circuit and approx 20 meter of ref. and drain piping & Cabling along with stabilizer as per specifications |
| 713 | As above with 1.5 TR Hi-wall Unit Inverter (5 star rating with min. EER is 3.5) with ref.circuit and approx 20 meter of ref. and drain piping & Cabling along with stabilizer as per specifications |
| 714 | Supply, testing & commissioning of ISI marked following sizes of aluminium conductor XLPE insulated FRLS PVC sheathed cable as per IS 7098 Pt-I armoured sheathed 1100 volts as required OF 3Cx 16 sq.mm |
| 715 | As above with 4 core x16 sq mm |
| 716 | As above with 3.5core x70 sq mm |
| 717 | Supply & Erection of LT Panel With provision for DPX³ 160 4 pole MCCB as incomer andSP/TP MCB's as outgoing Reversible Suitable for Flush Mounting and Surface MountingWith 250 A Copper Busbar for each phaseWith 2 Neutral bar, 2 Earthbar and Cable ties forCable managementFully insulated busbar & shrouded Neutral barsImproved Pan assembly for ease of installation Prefitted masking sheet Door for IP 43 & IP 54 DB's IK 09 with metal door MCCB 50KA fixed as incoming & Outgoing details as under:4-Way (4x63 A MCB TPN 415V) outgoing Please Enable Macros to View BoQ information |
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