Tender For Construction Work Of Bahraich-Kataighat (Odr) In Km. 14 To Right Gaderiyanpurwa Link Road (R.G. Mukeriya) Link Road (Cc Work) In District Bahraich (Vidhan Sabha-Matera), bahraich-Uttar Pradesh

Construction Work Of Bahraich-Kataighat ( Odr ) In Km. 14 To Right Gaderiyanpurwa Link Road ( R.G. Mukeriya ) Link Road ( Cc Work ) In District Bahraich ( Vidhan Sabha-Matera ) ; 1 Construction Of Embankment With Approved Materials Excavated From Roadway Sides In Cutting Or Filling Lift Upto 1.50M With Normal Lead Upto 50M. Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300.1 And 300.2 As Per Technical Specification Clause 301.5. 2 Excavation In Soil Using Hydrolic Exavator And Tippers With Disposal Upto 1000M Exavation For Road Work In Soil With Hydrolic Exavator Of 0.9Cum. Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottomand Side Slopes, In Accordance With Requirements Of Line Grade And Cross Sections And Transporting To The Embankment Location With A Lift Upto 1.5M. And Lead Upto 100M. As Per Technical Specification Clause 302.3. 3 Granular Sub-Base With Well Graded Material ( Table400.1 ) By Mix In Place Method 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 Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. 4 Providing, Laying, G-2 Spreading And Compacting Stone Aggregated Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Whee Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening / Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clauses 405. 5 Providing, Laying, G-3 Spreading And Compacting Stone Aggregated Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Whee Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening / Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clauses 405. 6 Prime Coat- Providing And Applying Primer Coat With Bitumen Emulsion ( Ss-2 ) On Prepared Surface Of Granular Base Including Cleaning Of Roadsurface And Spraying Primer At The Rate Of 0.70Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502 ( Including Cost Of Emulsion Ss-2 ) 7 Tack Coat- Providing And Applying Tack Coat With Bitumen Vg-10 Using Rate Of 0.35 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleand With Hydraulic Broom As Per Technical Specification Clause 503 ( Including Cost Of Bitumen Vg-10 ) 8 20Mm Thick Open-Graded Premix Carpet Using Bituminous ( Penetration Grade / Modified Bitumen ) Binder-Providing, Laying And Rolling Of Open - Graded Premix Carpet Of 20Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type Cas Per Technical Specification Clause 508. ( Including Cost Of Bitumen Vg-10 ) 9 Seal Coat- Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 ( Including Cost Of Bitumen Vg-10 ) 10 Cement Concrete Pavement-Construction Ofun-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, 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, Dowel Bars, Near Approaches To Bridge / Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Directions Of Engineer-In-Charge To Meet Tenchinal Specifications. 11 Construction Of Subgrade And Earthen Shoulders-Construction Of Subgrade And 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 1000M As Per Technical Specification Clause 303.1 12 Excavation In Foundation In Ordinary Soil ( Loam Clay Or Sand ) Including Filling Lift Upto 1.5 Metre ( 5Fts. ) Intothe Trenches Upto30 M. ( 100Fts ) & Including Filling Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M ( 100Fts ) Form The Foundation Trenches ( As Per Sor 251 ) 13 Providing And Laying Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Ballast 40 Mm Nominal Size ) Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work And Curing Complete Also Including Cost Of Formwork In Foundation And Floors. ( Sor No.280 ) 14 Class M-150 Bricks Work In 1:3 In Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials Labour And T&P Etc.Required For Proper Completion Of The Work ( Sor No.307A ) 15 Providing And Layingreinforced Cement Concrete Pipe Np3 As Per Design In Single Row-Providing And Laying Reinforced Cement Concrete Pipe Np-3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation Protection Works Backfilling Concrete And Samonry Works In Head Parapets Clause 1106. As Per S.I. No. 1100 Mord Spec. ( A ) Hume Pipe 900 Mm Dia 16 Providing And Layingreinforced Cement Concrete Pipe Np3 As Per Design In Single Row-Providing And Laying Reinforced Cement Concrete Pipe Np-3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation Protection Works Backfilling Concrete And Samonry Works In Head Parapets Clause 1106. As Per S.I. No. 1100 Mord Spec. ( B ) Hume Pipe 350 Mm Dia 17 Pointing With Cement Mortar ( 1:3 ) On Brickwork As Per Drawing And Technical Specification Clauses 613.3 And 1204 ( Sor Chapter-13, 613.3 Mord Spec ) 18 Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specification Clause 1302 ( Stone Ballast 25-60 Kg. ) 19 Providing And Laying Filter Material Underneath Pitching In Slopes Complete As Per Drawing And Technical Specification Clause 1302 ( Brick Ballast 25 Mm Gauge Class-150 ) 20 Brick Edgeing-Brick- Edging With Class- 150 Bricks Laid On Edge On Both Side Of The Road In Mud-Mortarincluding Cost Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work. 21 Providing And Fixing Of Informatory Sign Board Of Ms Plates Of 1.6Mm Thick Size 1200 X 900 Duly Welded On Angle Iron Frame 45X45x5 With Cross Legged Flat Iron Of 35X6mm Duly Welded For Gross Support Of Vertical Angle Iron Post Of 3 Meter Height. Lower End Of Vertical Support Will Be Welded To 2 No 75X75mm Of 12 Swg Sheet Duly Embedded In Cement Concrete In M-15 Grade Blocks Of 450X450x600mm, 600 Below Ground Level. All Ms Will Be Stove Enameled On Both Sides, Lettering And Printing Arrows, Boarder Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Plates Will Be Painted With Primer And Two Coats Of Epoxy Paint As Er Drawing Clause-1701 And Annexure 1700.1 22 Providing And Laying Of Km Stone Of Standard Design As Per Irc-8 Fixing In Position Including Painting Of Km Stone With 2 Coats Of Approved Synthetic Enamel Paint And Letteringas Per Pwd Maintenance Manual Including Cost Of Km Stone, Transpotation To Site And All Materials, Labour T&P Etc. Required Proper Complete Of Work. 23 Providing And Laying Of Hecto Meter Stone Of Standard Design As Per Irc-8 Fixing In Position Including Painting Of Hecto Meter Stone Stone With 2 Coats Of Approved Synthetic Enamel Paint And Letteringas Per Pwd Maintenance Manual Including Cost Of Hecto Meter Stone Stone, Transpotation To Site And All Materials, Labour T&P Etc. Required Proper Complete Of Work.

INR 2715 /-

INR 465000.0 /-

INR 52.90 Lakhs /-

Name of Work :CONSTRUCTION WORK OF BAHRAICH-KATAIGHAT (ODR) IN KM. 14 TO RIGHT GADERIYANPURWA LINK ROAD (R.G. MUKERIYA) LINK ROAD (CC WORK) IN DISTRICT BAHRAICH (VIDHAN SABHA-MATERA)

Sl. No.	Item Description
1	Construction of embankment with approved materials excavated from roadway sides in cutting or filling lift upto 1.50m with normal lead upto 50m. spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5.
2	Excavation in Soil using Hydrolic Exavator and Tippers with disposal upto 1000m Exavation for road work in soil with hydrolic exavator of 0.9cum. Bucket capacity including cutting and loading in tippers, trimming bottomand side slopes, in accordance with requirements of line grade and cross sections and transporting to the embankment location with a lift upto 1.5m. and lead upto 100m. as per technical specification clause 302.3.
3	Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
4	Providing, laying, G-2 spreading and compacting stone aggregated of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clauses 405.
5	Providing, laying, G-3 spreading and compacting stone aggregated of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clauses 405.
6	Prime Coat- Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.70kg/sqm using mechanical means as per Technical Specification Clause 502 (Including Cost of Emulsion SS-2)
7	Tack Coat- Providing and applying Tack coat with bitumen VG-10 using rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleand with Hydraulic broom as per Technical Specification Clause 503 (Including cost of Bitumen VG-10)
8	20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) Binder-Providing, laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type Cas per Technical Specification Clause 508.(Including cost of Bitumen VG-10)
9	Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including cost of Bitumen VG-10)
10	Cement Concrete Pavement-Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications.
11	Construction of Subgrade and Earthen Shoulders-Construction of subgrade and 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 1000m as per Technical Specification Clause 303.1
12	Excavation in foundation in ordinary soil (Loam clay or sand) including filling lift upto 1.5 metre (5fts.) intothe trenches upto30 m. (100fts) & including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30m (100fts) form the foundation trenches (As per SOR 251)
13	Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors.(SOR No.280)
14	Class M-150 bricks work in 1:3 in cement and coarse sand mortar in foundation and plinth including supply of all materials labour and T&p etc.required for proper completion of the work (SOR No.307a)
15	Providing and layingreinforced cement concrete pipe NP3 as per design in Single Row-Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and samonry works in head parapets clause 1106. As Per S.I. No. 1100 MORD Spec. (A) Hume Pipe 900 mm dia
16	Providing and layingreinforced cement concrete pipe NP3 as per design in Single Row-Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and samonry works in head parapets clause 1106. As Per S.I. No. 1100 MORD Spec. (B) Hume Pipe 350 mm dia
17	Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (SOR Chapter-13, 613.3 MORD Spec)
18	Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302 (Stone Ballast 25-60 Kg.)
19	Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302 (Brick Ballast 25 mm gauge class-150)
20	Brick edgeing-Brick- edging with class- 150 bricks laid on edge on both side of the road in mud-mortarincluding cost of all material, labour, T&P etc. required for proper completion of work.
21	Providing and fixing of informatory sign board of MS Plates of 1.6mm thick size 1200 x 900 duly welded on angle iron frame 45x45x5 with cross legged flat iron of 35x6mm duly welded for gross support of vertical angle iron post of 3 meter height. Lower end of vertical support will be welded to 2 No 75x75mm of 12 SWG sheet duly embedded in cement concrete in M-15 grade blocks of 450x450x600mm, 600 below ground level. All MS will be stove enameled on both sides, Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and plates will be painted with primer and two coats of epoxy paint as er drawing clause-1701 and Annexure 1700.1
22	Providing and laying of KM Stone of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and letteringas per PWD maintenance manual including cost of KM Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work.
23	Providing and laying of Hecto Meter Stone of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone stone with 2 coats of approved synthetic enamel paint and letteringas per PWD maintenance manual including cost of Hecto Meter Stone Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work.