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Tender For Road Work Mrl01-Dhobikalapur To Nawhi Via Tiskhora , Mahamadpur ., PATNA-Bihar

Rural Works Department has published Tender For Road Work Mrl01-Dhobikalapur To Nawhi Via Tiskhora , Mahamadpur .. Submission Date for this Tender is 12-05-2020. Road Work Tenders in PATNA Bihar. Bidders can get complete Tender details and download the document.




Tender Notice

24127485
Corrigendum : Tender For Road Work Mrl01-Dhobikalapur To Nawhi Via Tiskhora , Mahamadpur .
Open Tender
Indian
Bihar
PATNA
12-05-2020

Tender Details

Tender For Road Work Mrl01-Dhobikalapur To Nawhi Via Tiskhora , Mahamadpur - Name Of Work: Br26p2r13 Sl.No. Item Description Item Code / Make Quantity Units 1 1 Road Name - Mrl01 - Dhobikalapur To Nawhi Via Tiskhora, Mahamadpur. Nsetting Out As Mord Specification 100 Item Nos ( I ) , ( Ii ) , ( Iii ) & ( Iv ) Nconstruction Of Reference & Working Benchmarks 5 Nos 2 2 Construction Of Reference Pillars / Burjees 21 Nos 3 3 Clearing And Grubbing Road Land Nclearing 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 Earlier And 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. Nby Manual Means Nin Area Of Non-Thorny Jungle 1.82 Hect. 4 4 Dismantling Of Existing Structures, Like Culverts, Bridge, Retaining Wall And Other Structures Comprising Of Brick Masonary Including Unserviceable Material And Stacking The Serviceable Material With All Lift And Lead Of 1000M As Per Technical Specification Clause 202. Na ) Dismantling Of Dry Brick Pitching Or Brick Soling 131.33 Cum 5 5 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. 12.6 Cum 6 6 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 .A ) Upto 600 Mm Dia 22.5 M 7 7 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 . For 1000 M Lead @ 30 % 3463.72 Cum 8 8 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 . For 100 M Lead @ 70 % 8082.01 Cum 9 9 Construction Of Subgrade Nconstruction 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. N Construction Of Subgrade 1465.31 Cum 10 10 Granular Sub-Base With Well Graded Material ( Table 400.1 ) Nconstruction Of Granular Sub-Base By Providing Well Graded Material ( Crushed Stone Aggregates And Sand ) , Spreading In Uniform Layers With Tractor Mounted Grader Arrangement On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. Grading I Material. 78.15 Cum 11 11 Wbm Grading 3 Nproviding, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel 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. N ( A ) By Manual Means 87.92 Cum 12 12 Prime Coat ( Low Porosity ) Nproviding 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 0.70-1.0Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502 1172.25 Sqm 13 13 Tack Coat Nproviding And Applying Tack Coat With Bitumen Emulsion ( Rs-1 ) Using Emulsion Distributor At The Rate Of 0.25-0.30Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. 39075 Sqm 14 14 Bituminous Macadam Providing And Laying Bituminous Macadam With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site, Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled As Per Clauses 501.6 And 501.7 To Achieve The Desired Compaction. 976.88 Cum 15 15 Semi-Dense Bituminous Concrete Nproviding And Laying Semi Dense Bituminous Concrete With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 To 5 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 508 Complete In All Respects. 488.44 Cum 16 16 Kilometre Stone Nreinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 N 1 Each 17 17 Kilometre Stone Nreinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 Ordinary Kilometer Stone ( Precast ) 5 Each 18 18 Kilometre Stone Nreinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 200 M Stone ( Precast ) 21 Each 19 19 Mmgsy Sign Board Nproviding 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 3 Each 20 20 Retro-Reflectorised Traffic Signs Nproviding 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 Per Drawings And Technical Specification Clause 801 600 Mm Equilateral & Triangle. 6 Each 21 21 Retro-Reflectorised Traffic Signs Nproviding 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 Per Drawings And Technical Specification Clause 801 600 Mm Side Circle. 6 Each 22 22 Retro-Reflectorised Traffic Signs Nproviding 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 Per Drawings And Technical Specification Clause 801 800 Mm X 600 Mm Rectangular 2 Each 23 23 Retro-Reflectorised Traffic Signs Nproviding 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 Per Drawings And Technical Specification Clause 801 600 Mm X 450 Mm Rectangular 4 Each 24 24 Boundary Pillar Nreinforced Cement Concrete M15 Grade Boundary Pillars / Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704 52 Each 25 25 Cable Duct Across The Road - 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:98-1997, 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. 20 Mt 26 26 Planting Of Trees And Their Maintenance For One Year Nplanting Of Trees By The Road Side ( Avenue Trees ) In 0.60 M Dia Holes, 1 M Deep Dug In The Ground, Mixing The Soil With Decayed Farm Yard / Sludge Manure, Planting The Saplings, Backfilling The Trench, Watering, Fixing The Tree Guard And Maintaining The Plants For One Year 45.5 Nos 27 27 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface & Cement Concrete Pavement 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. 1042 Sqm 28 28 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 Suitable Material. 125.16 Cum 29 29 Type B ( First Class ) Beddinglaying ( First Class ) Bedding On Well Compacted Local Sand, Approved Material. 14.94 Cum 30 30 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Npcc M-15 11.37 Cum 31 31 Head Wall In Brick Masonry Work In Cement Mortar ( 1:4 ) In Substructure Complete Excepting Pointing And Plastering, As Per Drawing And Technical Specification Clauses 602, 603, 604, 1202 & 1204 151.49 Cum 32 32 Providing And Laying Rcc Pipe Np3 ( 600 Mm Dia ) Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material Including Fixing Collar With Cement Mortor 1:2 But Excluding Excavation , Protection Works , Backfilling , Concrete And Masonary Works In Head Walls And Parapets Clauses 1106 15 Mt 33 33 Providing And Laying Rcc Pipe Np3 ( 1X1000 Mm Dia ) Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material Including Fixing Collar With Cement Mortor 1:2 But Excluding Excavation , Protection Works , Backfilling , Concrete And Masonary Works In Head Walls And Parapets Clauses 1106 22.5 Mt 34 34 Plastering With Cm 1:4Plastering With Cm 1:415Mm Thick On Brickwork In Substructureas Per Technical Specification Clause 613.4 & 1204 434.33 Sqm 35 35 Painting On Concrete / Steel Surfaces With Epox Painting Two Coats Including Prime Coat With Epoxy Paint Of Approved Brand On Concrete / Steel Surfaces After Through Cleaning Of Surface To Give An Even Shade As Per Drawing And Technical Specification Clause 1701 434.33 Sqm 36 36 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 Suitable Material. I ) Upto 3 M Depth 281.06 Cum 37 37 Pcc Grade M15 : Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 35.13 Cum 38 38 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 ( Pcc M - 20 ) 177.06 Cum 39 39 Plain / Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 ( Pcc - M20 ) 111.28 Cum 40 40 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 72 Nos 41 41 ( Rcc Grade M-20 ) Plain / Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 11.23 Cum 42 42 Supplying, Fitting And Placing Hysd Bar Reinforcement ( Fe 415 ) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 0.2 Ton 43 43 Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 Na ) With Local Sand 198 Cum 44 44 Providing And Laying Filter Material With Local Sand As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 79.2 Cum 45 45 Providing Pcc M-20 Architectural Coping On The Top Of Wing Wall, Return Wall Etc. Complete As Per Drawing And Technical Specification Clauses 615, 710 And 1204.3.11 30 Mt 46 46 R.C.C.- M25 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 16.7 Cum 47 47 Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 1.82 Ton 48 48 Providing And Filling Joint Sealing Compound As Per Drawing And Technical Specification With Coarse Sand And 6 % Bitumen By Weight 45 Mt 49 49 12 % Gst And 1 % Labour Cess On Construction Cost 1 Rs. 50 50 1St Year Maintenance Cost 1 Year 51 51 2Nd Year Maintenance Cost 1 Year 52 52 3Rd Year Maintenance Cost 1 Year 53 53 4Th Year Maintenance Cost 1 Year 54 54 5Th Year Maintenance Cost 1 Year 55 55 12 % Gst And 1 % Labour Cess On Maintenance Cost 1 Rs. 56 56 Seigniorage Fee 1 Rs.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Apr-2020 CORRIGENDUM-II Date 12-05-2020

Key Value

Document Fees
INR 10000 /-
EMD
INR 505400.0 /-
Tender Value
INR 2.52 Crore /-

BOQ Items

Name of Work: BR26P2R13
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Road Name - MRL01 - Dhobikalapur to Nawhi via Tiskhora, Mahamadpur.\nSetting Out as MORD Specification 100 Item Nos (i), (ii), (iii) & (iv)\nConstruction of Reference & Working Benchmarks 5 nos
2 2 Construction of Reference Pillars/Burjees 21 nos
3 3 Clearing and Grubbing Road Land\nClearing 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 earlier and 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.\nBy Manual Means\nIn area of non-thorny jungle 1.82 Hect.
4 4 Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202.\na) Dismantling of dry brick pitching or Brick Soling 131.33 Cum
5 5 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. 12.6 Cum
6 6 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 .A) Upto 600 mm dia 22.5 m
7 7 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 . For 1000 m lead @ 30 % 3463.72 Cum
8 8 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 . For 100 m lead @ 70 % 8082.01 Cum
9 9 Construction of Subgrade\nConstruction 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.\n Construction of subgrade 1465.31 Cum
10 10 Granular Sub-base with Well Graded Material (Table 400.1)\nConstruction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Sand), spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401. Grading I Material. 78.15 Cum
11 11 WBM Grading 3 \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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.\n(A) By Manual Means 87.92 Cum
12 12 Prime Coat (Low Porosity)\nProviding 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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 1172.25 Sqm
13 13 Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 39075 Sqm
14 14 Bituminous Macadam Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. 976.88 Cum
15 15 Semi-Dense Bituminous Concrete\nProviding and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. 488.44 Cum
16 16 Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\n 1 Each
17 17 Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) 5 Each
18 18 Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) 21 Each
19 19 MMGSY Sign Board\nProviding 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 3 Each
20 20 Retro-reflectorised Traffic Signs\nProviding 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 per drawings and Technical Specification Clause 801 600 mm equilateral & triangle. 6 Each
21 21 Retro-reflectorised Traffic Signs\nProviding 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 per drawings and Technical Specification Clause 801 600 mm side circle. 6 Each
22 22 Retro-reflectorised Traffic Signs\nProviding 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 per drawings and Technical Specification Clause 801 800 mm x 600 mm rectangular 2 Each
23 23 Retro-reflectorised Traffic Signs\nProviding 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 per drawings and Technical Specification Clause 801 600 mm x 450 mm rectangular 4 Each
24 24 Boundary Pillar\nReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 52 Each
25 25 Cable Duct Across the Road - 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:98-1997, 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. 20 mt
26 26 Planting of Trees and their Maintenance for one Year\nPlanting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 45.5 Nos
27 27 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface & Cement Concrete Pavement 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. 1042 Sqm
28 28 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 suitable material. 125.16 Cum
29 29 Type B ( First Class ) BeddingLaying (First Class) bedding on well compacted Local sand,approved material. 14.94 Cum
30 30 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nPCC M-15 11.37 Cum
31 31 Head wall in Brick masonry work in cement mortar (1:4)in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 151.49 cum
32 32 Providing and laying RCC pipe NP3 (600 mm dia)Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortor 1:2 but excluding excavation , protection works ,backfilling , concrete and masonary works in head walls and parapets clauses 1106 15 mt
33 33 Providing and laying RCC pipe NP3 (1X1000 mm dia)Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortor 1:2 but excluding excavation , protection works ,backfilling , concrete and masonary works in head walls and parapets clauses 1106 22.5 mt
34 34 Plastering with CM 1:4Plastering with CM 1:415mm thick on brickwork in substructureas per technical specification clause 613.4 & 1204 434.33 sqm
35 35 Painting on Concrete/Steel Surfaces with Epox Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 434.33 sqm
36 36 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 suitable material. i) Upto 3 m depth 281.06 Cum
37 37 PCC GRADE M15 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 35.13 Cum
38 38 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M - 20) 177.06 Cum
39 39 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC - M20) 111.28 Cum
40 40 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 72 nos
41 41 (RCC GRADE M-20 ) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 11.23 cum
42 42 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 0.2 ton
43 43 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 \na) With Local Sand 198 Cum
44 44 Providing and laying filter material with Local Sand as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 79.2 Cum
45 45 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 30 mt
46 46 R.C.C.- M25 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 16.7 Cum
47 47 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 1.82 ton
48 48 Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 % bitumen by weight 45 mt
49 49 12 % GST AND 1 % LABOUR CESS ON CONSTRUCTION COST 1 Rs.
50 50 1st Year Maintenance cost 1 Year
51 51 2nd Year Maintenance cost 1 Year
52 52 3rd Year Maintenance cost 1 Year
53 53 4th Year Maintenance cost 1 Year
54 54 5th Year Maintenance cost 1 Year
55 55 12 % GST AND 1 % LABOUR CESS ON MAINTENANCE COST 1 Rs.
56 56 Seigniorage Fee 1 Rs.
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