Tender For Reconstruction Of Nh-2 To Surayada Road, auraiya-Uttar Pradesh

Tender For Reconstruction Of Nh-2 To Surayada Road; 1 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 2 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 3 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 4 Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30 To 0.40 Kg Per Sqm On The Prepared Dry And Hungry Bituminous Urface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 5 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 ) 6 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 Case - Iii : Type C ( A.By Manual Means ) 7 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, G Rading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. 8 Cement Concrete Pavement Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Oncrete 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, Using Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 9 Edging With Straight Over Burnt Bricks, Laid Dry Lengthwise Including Excavation, Refilling, Consolidation, With A Hand Packing And Spreding Nearly Surplus Earth Within A Lead Of 50 Metres. 10 Excavation In Foundation In Ordinary Soil ( Loam Clay, Or Sand ) Including Lift Upto 1.5 Metre And Lead Upto 30 M & Including Filling, Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Bwtween 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 Of 30 M From The Foundation Trenches. ( Sor - 251 ) 11 Cement Concrete With 4 Cm Gauge Approved Stone Ballast Approved Coarse Sand Cement In The Proportion Of 6:3:1 Including Supply Of All Material T&P Etc. Required For Proper Completion Of Work. ( Sor 280 ) 12 First Class Brick Work In 1:4 Cement And Coarse Sand Of 1.25 F.M. Mortar In Foundation Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of Work. 13 Same As Above ( 279 ) But 2 Cm Gauge Approved Stone Grit Instead Of 4 Cm Gauge Stone Ballast 279A 14 12Mmcementplasterwithcementmortarinproportionof 1:4 Cement & Coarse Sand Of Single Coat For Interior Plasteringuptofloortwolevelincludinginternalrounded Angleschamfers, Androundedanglesnotexceeding80mm In Girth And Finished Even And Smooth.

INR 2714 /-

INR 423000.0 /-

INR 44.50 Lakhs /-

Name of Work: ??0??0-2 ?? ??????? ????? ???? ??????? ?? ??????

Sl. No.	Item Description
1	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
2	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
3	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
4	Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared dry and hungry bituminous urface cleaned with Hydraulic broom as per technical Specification Clause 503
5	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)
6	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 Case - III : Type C (A.By Manual Means)
7	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,g rading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
8	Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement oncrete 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501
9	Edging with straight over burnt bricks, laid dry lengthwise including excavation, refilling, consolidation, with a hand packing and spreding nearly surplus earth within a lead of 50 metres.
10	Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween 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 of 30 m from the foundation trenches.(SOR - 251)
11	Cement concrete with 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 6:3:1 including supply of all material T&P etc. required for proper completion of work. (SOR 280)
12	First class brick work in 1:4 cement and coarse sand of 1.25 F.M. mortar in foundation plinth including supply of all materials, labour and T&P etc. required for proper completion of work.
13	Same as above (279) but 2 cm gauge approved stone grit instead of 4 cm gauge stone ballast 279a
14	12mmCementplasterwithcementmortarinproportionof 1:4 cement & coarse sand of single coat for interior plasteringuptofloortwolevelincludinginternalrounded angleschamfers,androundedanglesnotexceeding80mm in girth and finished even and smooth.