Maintenance Repair --N / 22-23 Danapur / 10 Mr-N / 22-23 Danapur / 10-1 Khagaul Dav School More To Radhe Radhe General Store Via Chitra Residency Apartment Upto Main Road And Radhe Radhe General Store More To Vijay Singh Yadav Path 2 Clearing An, danapur-Bihar

Maintenance Repair --N / 22-23 Danapur / 10 Mr-N / 22-23 Danapur / 10-1 Khagaul Dav School More To Radhe Radhe General Store Via Chitra Residency Apartment Upto Main Road And Radhe Radhe General Store More To Vijay Singh Yadav Path 2 Clearing And Grubbing Road Landclearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlierand Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201. 3 Excavation In Soil Using Hydraulic Excavatorand Tippers With Disposal Upto 1000 Mexcavation For Roadwork In Soil With Hydraulic Excavator Of0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross-Sections, And Transporting To The Embankment Location With A Lift Upto 1.5 M And Lead Upto 1000 M As Per Technical Specification Clause 302.3 4 Construction Ofsubgrade & Earthen Shoulderconstruction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. 5 Granular Sub-Base With Well Graded Material ( Table 400.1 ) ( By Mix In Place Method ) For Grading I Materialconstruction Of Granular Sub-Baseby Providingwell Gradedmaterial ( Crushed Stone Aggregates And Local Sand ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavatorat Omc, And Compacting With Threewheel 80-100 Kn Static Roller Capacity To Achieve Thedesired Density, Complete As Per Technical Specification Clause 401 6 Wbm Grading 3 ( By Mechanical Means ) Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smoothwheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. 7 Construction Of Dry Lean Cement Concrete Sub-Base Over A Prepared Sub-Grade With Coarse And Find Aggregates Conforming To Is:383, The Size Of Coarse Aggregate Not Exceeding 25Mm, Aggregate Cement Ratio Not To Exceed 15:1 Aggregate Gradation After Blending To Be As Per Table 600-1 Cement Content Not To Be Less Than 150Kg / Cum Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. 8 Cement Concrete Pavementconstruction Of Un-Reinforcedplain Cement Thickness As Perdesign , Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 Grade Coarse And Fine Aggregate Maximum Size Of Aggregate Not Exceding 25Mm , Mixed In A Concrete Of Not Less Than 0.2Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design , Laid In Approved Fixed Side Formwork ( Steel Channel , Laying And Fixing Of 125 Micron Thick Plythene Film , Wedges , Steel Plates Including Levelling The Formwork As Per Drawing ) Spreading The Concrete With Shovels , Rakes , Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion , Constrution Joints , Applying Debonding Strips , Primer , Sealant , Dowel Bars , Near Approaches To Bridge / Culvert And Construction Joints, Admixtures As Approved , Curing Of Concrete Slab For 14 Days Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501. 9 Panel Concrete Pavementconstruction Of Un-Reinforcedplain Cement Thickness As Perdesign , Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 Grade Coarse And Fine Aggregate Maximum Size Of Aggregate Not Exceding 25Mm , Mixed In A Concrete Of Not Less Than 0.2Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design , Laid In Approved Fixed Side Formwork ( Steel Channel , Laying And Fixing Of 125 Micron Thick Plythene Film , Wedges , Steel Plates Including Levelling The Formwork As Per Drawing ) Spreading The Concrete With Shovels , Rakes , Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion , Constrution Joints , Applying Debonding Strips , Primer , Sealant , Dowel Bars , Near Approaches To Bridge / Culvert And Construction Joints, Admixtures As Approved , Curing Of Concrete Slab For 14 Days Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501. 10 Brick Solinglaying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Threewheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 11 Reinforced Cement Concrete M15grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 12 Ordinary Kilometer Stone ( Precast ) 13 200 M Stone ( Precast ) 14 Retro-Reflectorised Traffic Signsproviding And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Perdrawings And Technical Specification Clause 801 15 600 Mm Equilateral Triangle 16 600 Mm Circular 17 Painting Two Coats On New Concrete Surfaceprinting New Letter And Figures Of Any Shade With Synthetic Enamel Paint Black Or Any Other Approved Colour To Give An Even Shade As Per Drawings And Technical Specification Clause 1701 18 Printing New Letters & Figures Of Any Shadeprinting New Letter And Figures Of Any Shade With Synthetic Enamel Paint Black Or Any Other Approved Colour To Give An Even Shade As Per Drawings And Technical Specification Clause 1701 ( Ii ) English & Roman 19 Mmgsy Sign Boardproviding And Fixing Of Typical Mmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges.The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level.The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube.All M.S. Will Be Stove Enameled On Both Sides.Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour.All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 20 Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. 21 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Cement Concrete Surfaceproviding And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. 22 Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. ( C ) Reinforced Cement Concrete 23 Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structures Comprising Of Brick Masonry, Including Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lift And Lead Of 1000 M As Per Technical Specification Clause 202. ( B ) Cement Mortar 24 Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitablematerial. 25 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203Pcc M-15 26 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203Pcc M-20 27 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 ( I ) Rcc Grade M-25 28 Plain / Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204Pcc Grade M-20 29 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 ( Ii ) Rcc Grade M-25 30 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 31 Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 32 Providing Weepholes In Brick Masonry / Stone Masonry, Plain / Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1 ( V ) :20 ( H ) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 33 Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granularmaterial In Single Row Includingfixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry 34 600Mm Dia Pipe 35 Laying Cement Concrete Pipe Np3 ( Burried Conduits ) On First Class Bedding Of Granular Material Including Fixing Collar With Cement Sand Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonary Work In Head Wall And Parapets 36 Providing Bitumen Painting Over Top Surface Of Abutment Cap & Inner Vertical Surface Of Dirt Wall Including Heating The Bitumen & Cost Of Painting Brush Etc. All Complete. 37 Providing And Filling Joint Sealing Compound As Per Drawings And Technical Specifications With Coarse Sand And 6 Per Centbitumen By Weight 38 Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 ( I ) Sand Filling

INR 10000 /-

INR 441457.0 /-

INR 2.20 Crore /-

Name of Work:MR N/22-23 DANAPUR/10

Sl. No.	Item Description
1	KHAGAUL DAV SCHOOL MORE TO RADHE RADHE GENERAL STORE VIA CHITRA RESIDENCY APARTMENT UPTO MAIN ROAD AND RADHE RADHE GENERAL STORE MORE TO VIJAY SINGH YADAV PATH
2	Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
3	Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
4	Construction ofSubgrade & Earthen Shoulder Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
5	Granular Sub-base with Well Graded Material (Table 400.1) ( By mix in place method )For Grading I Material Construction of granular sub-baseby providingwell gradedmaterial (Crushed Stone Aggregates and Local Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with threewheel 80-100 kN static roller capacity to achieve thedesired density, complete as per Technical Specification Clause 401
6	WBM Grading 3 (By Mechanical Means ) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
7	Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and find aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1 cement content not to be less than 150kg/cum optimum moisture content to be determined during trial length construction, concrete strength not be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
8	Cement Concrete Pavement Construction of un-reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene film ,wedges ,steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501.
9	Panel Concrete Pavement Construction of un-reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene film ,wedges ,steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501.
10	Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80-100 kN as per Technical Specification Clause 412
11	Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
12	Ordinary Kilometer Stone (Precast)
13	200 m stone (precast)
14	Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
15	600 mm equilateral triangle
16	600 mm Circular
17	Painting two coats on new concrete surface Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
18	Printing new letters & figures of any shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 (ii) English & Roman
19	MMGSY Sign Board Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
20	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
21	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Cement Concrete Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
22	Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. ( C) Reinforced Cement Concrete
23	Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Mortar
24	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
25	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15
26	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20
27	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I) RCC Grade M-25
28	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M-20
29	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (II) RCC Grade M-25
30	Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
31	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
32	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
33	Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
34	600MM Dia Pipe
35	Laying Cement Concrete Pipe NP3(burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets
36	Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
37	Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight
38	Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (i)Sand Filling
39	Add 18.0% GST
40	Add 1.0% Labour Cess
41	Seigniorage Fee
42	Schedule - 2 (Maintenance)
43	GST @ 18% on Schedule - 2 (Maintenance)
44	LABOUR CESS @ 1.0% on Schedule - 2 (Maintenance)
45	Add Seigniorage of Maintenance work