Tender For L059-Madhuban Bazar T09 To Basaha ( Vr31 ) -1 Providing & Fixing Of Working Benchmark Pillars 01 Nos. Per Km& 04 Nos. Of Reference Pillars Required For 1 Km. As Per Drawings Given And Direction Of E / I 2 Clearing And Grubbing Road Land ( B, pupri-Bihar

Tender For L059-Madhuban Bazar T09 To Basaha ( Vr31 ) -1 Providing & Fixing Of Working Benchmark Pillars 01 Nos. Per Km& 04 Nos. Of Reference Pillars Required For 1 Km. As Per Drawings Given And Direction Of E / I 2 Clearing And Grubbing Road Land ( By Manual Means ) Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Ofgirth Upto 300Mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150Mm In Thickness As Per Technical Specification-Clause 201.1 And Direction Of E / I 3 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 ( Including Royality & Labour Cess ) . 4 Construction Of Embankment With Approved Material Deposited From Road Way Cutting And Excavation From Drain And Foundation Of Other Structures And Excavated With An Average Lead Of 100 M Graded And Compacted To Meet Requirement Of Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5 5 Construction Of Embankment With Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To The Site Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M & 100 M As Per Technical Specification Clause 301.5 . ( A ) Upto 100M 6 Construction Of Embankment With Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To The Site Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M & 100 M As Per Technical Specification Clause 301.5 . ( A ) Upto 1000M 7 Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M & 100 M As Per Technical Specification Clause 303.1. 8 Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller Achieve The Desired Density, Complete As Per Technical Specification Clause 401. 9 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 2 As Per Technical Specification Clause 405. 10 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. 11 Providing And Applying Primer Coat With Bitumen Emulsion ( Ss-1 ) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70- 1.0 Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502. 12 Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503. 13 Providing, Laying And Rolling Of Open-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 13.2 Mm To 0.9 Mm ( Type-B ) Aggregates Using Penetration Grade Bitumen To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509 14 Providing And Laying Seal Coat Type A Sealing The Voids In A Bituminous Surface Using Crri Certified Bituminous Cold Mix Binderlaid To The Specified Levels, Grade And Cross Fall As Per Irc : Sp : 100 - 2014. 15 Construction Ofun-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 ( Grade ) , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Near Approaches To Bridge / Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawingand Technical 16 Reinforced Cement Concrete M15 Grade Kilometre Local Stone Of Standard Design Asper Irc:8 Fixing In Position Including Painting And Printing , Etc As Per Drawing And Technical Specification Clause 1703. 17 I ) 5Th Km Stone 18 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 19 Providing And Fixing Of Typical Pmgsy 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 Fixing Of Typical Pmgsy Citizan 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 21 Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thickwith Areanot Exceeding 0.9 Sqm Supported On A Mild Steel Single Angle Iron Post 75 X 75 X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 X 450 X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 22 Providing And Fixing Of Semireflective Cautionary , Mandatory And Informatory Sign Board As Per Irc :67 Made Of 1.5 Mm Thick Ms Steel Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm Width And Required Letters And Figureswith Reflective Tape Engineering Grade As Per Clause 1701.3.9 Of Mord For Rural Road Of Required Shade And Colour Supported And Welded On 47Mmx47mmx12swg Sheet Tube Firmly Fixed To The Ground By Mean Ofproperly Designed Foundation With M15 Grade Cement Concrete 450X450x600 Mm , 600Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2. 23 Providing And Laying Of A Reinforced Cement Concrete Pipe Duct, 300 Mm Dia, Across The Road ( New Construction ) , Extending From Drain To Drain In Cuts And Toe Of Slope To Toe Of Slope In Fills, Constructing Head Walls At Both Ends, Providing A Minimum Fill Of Granular Material Over Top And Sides Of Rcc Pipe As Per Irc:981997, Bedded On A 0.3 M Thick Layer Of Granular Material Free Of Rock Pieces, Outer To Outer Distance Of Pipe At Least Half Dia Of Pipe Subject To Minimum 450 Mm In Case Of Double And Triple Row Ducts, Joints To Be Made Leak Proof, Invert Level Of Duct To Be Above Higher Than Ground Level To Prevent Entry Of Water And Dirt, All As Per Irc: 98 - 1997 And Approved Drawings. 24 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. 25 Removing All Types Of Hume Pipe And Stacking Within A Lead Of 1000M Including Earthwork And Dismantling Of Masonary Works As Per Technical Specification Clause 202.1 . 26 Earth Work In Excavation For Foundation Of Structures Upto 3.0 M Depth As Per Drawing And Technical Specification Clause 1104 27 Plain Cement Concrete M10 ( 1:3:6 Nominal Mix ) In Levelling Course Below Open Foundation Of Head Wall As Per Drawing & Technicalspecifications Clause 28 Providing M15 ( Pcc 1:2.5:5 ) As Levelling Course In Foundation :-- Providing Pcc M 15 ( 1:2.5:5 ) Concrete For Plain Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 29 Plain / Reinforced Cement Concrete ( M-20 ) In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 30 Supplying, Fitting And Placing Hsyd / Tmt Bar Reinforcement In Superstructure Complete As Per Drawings And Technical Specifications Clauses 1002, 1010 And 1202 31 Plain / Reinforced Cement Concrete ( M-25 ) In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 32 Providingweep Holes In Abutement :-- Providing Weepholes In Brick Masonary , Plain / Reinforced Concrete Abutement , Wing Wall , Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structure With Slope Of 1V: 20H Towards Drawing 33 Drainage Spouts Complete As Per Drawing And Technical Specification Clause 305..3.

INR 10000 /-

INR 257663.0 /-

INR 1.28 Crore /-

Name of Work:L059-Madhuban Bazar T09 to Basaha (VR31)

Sl. No.	Item Description
1	Providing & Fixing of Working benchmark Pillars 01 nos. per km& 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
2	Clearing and Grubbing Road Land (By manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of E/I
3	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(Including Royality & Labour Cess).
4	Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 100 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
5	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .(A) upto 100m
6	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .(A) upto 1000m
7	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1.
8	Construction of granular sub-base by providing Well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller achieve the desired density, complete as per Technical specification clause 401.
9	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 2 as per Technical Specification Clause 405.
10	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.
11	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
12	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
13	Providing, laying and rolling of Open-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
14	Providing and laying seal coat type "A" sealing the voids in a bituminous surface using CRRI certified bituminous Cold Mix Binderlaid to the specified levels, grade and cross fall as per IRC : SP : 100 - 2014.
15	Construction ofun-reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical
16	Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
17	i) 5th km stone
18	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
19	Providing and fixing of typical PMGSY 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 fixing of typical PMGSY Citizan 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
21	Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
22	Providing and fixing of Semireflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2.
23	Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.
24	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.
25	Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .
26	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
27	Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of head wall as per drawing & Technicalspecifications Clause
28	Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
29	Plain/reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
30	Supplying, fitting and placing HSYD / TMT bar reinforcement in superstructure complete as per drawings and technical specifications Clauses 1002, 1010 and 1202
31	Plain/reinforced cement concrete(M-25) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
32	Providingweep holes in abutement :-- Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
33	Drainage Spouts complete as per drawing and technical specification clause 305..3.9
34	1st Year Maintenance cost
35	2nd Year Maintenance cost
36	3rd Year Maintenance cost
37	4th Year Maintenance cost
38	5th Year Maintenance cost
39	1% Labour Cess
40	12% GST
41	Total Seigniorage Fee