Tender For Tutwari Bharbasti Link Road, ballia-Uttar Pradesh

Tender For Tutwari Bharbasti Link Road; 1 Construction Of Embankment With Material Obtained From Borrow Pits Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 ( Excluding Gst ) 2 Construction Of Subgrade And Earthen Shoulders 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 ( Excluding Gst ) 3 Granular Sub-Base With Well Graded Material ( Table 400.1 ) ( A ) 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, Completeas Per Technical Specification Clause 401. ( I ) For Grading I Material ( Excluding Gst ) 4 Wbm Grading 2Providing, 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 / Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To Therequired Density Grading 2 As Per Technical Specification Clause 405. ( A ) By Manual Means ( Excluding Gst ) 5 Wbm Grading 3Providing, 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. ( A ) By Manual Means ( Excluding Gst ) 6 Prime Coat ( I ) Low Porosityproviding 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 ( Excluding Gst ) 7 Tack Coat ( I ) Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30-0.40 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 ( Excluding Gst ) 8 20Mm Thick Open-Graded Premix Carpet Using Bituminous ( Penetration Grade / Modified Bitumen ) Binder Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm 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 C As Per Technical Specification Clause 508. Case - I By Manual Means ( I ) Bitumen ( S-90 ) ( Excluding Gst ) 9 Seal Coatproviding And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 A.By Manual Means Case - Iii : Type C ( I ) Bitumen ( S-90 ) ( Excluding Gst ) 10 Brick Edging On Both Side Of The S.O.B. Brick 8 Cm. ( 3 ) Wide And 12 Cm. ( 4 1 / 2 ) Deep Laid With Mud Mortar All Labour Finished To The Required Template And In Proper Alignment And Also Including Dressing And Ramming The Excavated Earth Including All Labour, T&P Sudries Required For Proper Completion Of Work. ( Excluding Gst ) 11 Excavation For Structures Earthwork In Excavation For Foundation Of Structures Upto 3 M Depth As Per Drawing And Technical Specification Clause 1104 Includding Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Backfilling With Approved Material. Ordinary Soil ( I ) Upto 3 M Depth ( Excluding Gst ) 12 Bedding For Pipe ( I ) Type A ( Concrete Cradle ) Bedding Laying Concrete Cradle Bedding With M15 Grade Cement Concrete As Per Clause 1105 ( I ) Ii.P.C.C Grade M 15 ( I ) Nominal Mix ( 1:2.5:5 ) ( Excluding Gst ) 13 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 500 Mm Dia ( Excluding Gst ) 14 Plain Cement Concrete M10 ( 1:3:6 Nominal Mix ) In Levelling Course Below Open Foundation Of Head Walls As Per Drawings & Technical Specification Clause 1109. P.C.C Grade M 10 ( I ) Nominal Mix 1:3:6 ( Excluding Gst ) 15 Brick Masonry Work In Cement Mortar In Foundation Of Head Walls Complete Exculding Pointing And Plastering As Per Drawing And Technical Specification Clause 1109 ( A ) Brick Masonry In 1:4 Cement Mortarii.Brick Masonry In 1:4 Cement Mortar ( Excluding Gst ) 16 Pointing With Cement Mortar ( 1:3 ) On Brickwork As Per Technical Specification Clause 613.3 ( Excluding Gst )

INR 2714 /-

INR 725000.0 /-

INR 1.01 Crore /-

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Sl. No.	Item Description
1	Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Excluding GST)
2	Construction of Subgrade and Earthen Shoulders 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 (Excluding GST)
3	Granular Sub-base with Well Graded Material (Table 400.1) (A)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. (i)For Grading I Material(Excluding GST)
4	WBM Grading 2 Providing, 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A)By Manual Means(Excluding GST)
5	WBM Grading 3 Providing, 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. (A)By Manual Means (Excluding GST)
6	Prime Coat (i)Low porosity 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(Excluding GST)
7	Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30-0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503(Excluding GST)
8	20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm 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 C as per Technical Specification Clause 508. Case - I By Manual Means (I)Bitumen (S-90)(Excluding GST)
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 A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means Case - III : Type C (I)Bitumen (S-90)(Excluding GST)
10	Brick edging on both side of the S.O.B. brick 8 cm. (3") wide and 12 cm. (4 1/2) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour, T&P sudries required for proper completion of work.(Excluding GST)
11	Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil (i)Upto 3 m depth (Excluding GST)
12	Bedding for Pipe (i)Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) II.P.C.C grade M 15 (i)Nominal mix (1:2.5:5)(Excluding GST)
13	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 500 mm dia(Excluding GST)
14	Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. P.C.C grade M 10 (i)Nominal mix 1:3:6(Excluding GST)
15	Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 (A)Brick Masonry in 1:4 cement mortar II.Brick masonry in 1:4 cement mortar(Excluding GST)
16	Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause 613.3 (Excluding GST)