Tender For Special Repair Of Kansa Patti Mahdaha Bela Chanda Link Road (1), pratapgarh-Uttar Pradesh

Tender For Special Repair Of Kansa Patti Mahdaha Bela Chanda Link Road ( 1 ) ; 1 Particulars Of Work 2 Providing, Laying, Spreading And Compacting Stone Aggregates Of 53-22.4 Mm Sizes To Water Bound Macadam G-3 Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel / Vibratory Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type-B Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density For Grading 3 As Per Mord Specification.405Incluidng Labour Cess, Royalty. Quarry From Shankargarh ( Excluding Gst ) 3 Providing And Applying Tack Coat With Bitumenusing Bitumen Vg-10, Pressure Distributor @ 0.30 Kg / Sqm.On The Prepared Bitumin Surface Cleaned With Hydralic Broom, As Per Mord Specification 503 ( Excluding Gst ) 4 Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Compacted Thicknesswith 13.2 Mm Crushed Stone Grit@ 0.18Cum / 10Sqm And 11.2 Mm Size Crushed Stone Grit @ 0.09Cum / 10Sqm From Approved Quarry And Bitumen @ 1.46Kg / Sqmto Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Also Mixing In A Suitable Plant Or By Mixall, Laying And Rolling With A Smooth Wheeled Roller 8-10Tonne Capacity, Finished To Required Level And Grades, Including Cost Of Material, Labour, Plant, Machinery And T&P. Complete As Per Mord Specification No.508 ( Ii ) .Including The Cost Of Bitumenvg-10, Labour, T&P Royalty Etc. Quarry From Dala ( Excluding Gst ) 5 Providing And Laying Seal Coat Type-C Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using 6.7 Mm Crushed Stone Grit @ 0.09Cum / 10Sqm From Approved Quarry And Bitumen / Emulsion @0.65Kg / Sqm Including Cost Of Material, Labour, Plant, Machinery, Mixall And T&P. Complete As Per Mord Specification No.510 ( Ia ) .Including The Cost Of Bitumenvg-10, Labour, T&P Royalty Etc. Quarry From Dala ( Excluding Gst ) 6 Construction Of Sub Grade And Earthen Shoulders With Approved Materials Obtained From Borrow Pits With All Lifts And Leads, Transporting To Stite, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table No. 300-2 With Lead Upt 1000M As Per Technical Specification Cluase 303.1 ( Excluding Gst ) 7 Construction Of Un-Reforced, Dowel Jointed At Expension And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Desingn, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501-2.2 M30 Grade, Coarse And Fine Aggregate Conforming To Is 383 Macadam Size Of Coarse Aggregate Not Exceeding 25Mm Mixed In A Concretee 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 Polthene Film, Wedges, Steel Plates Including Leveliing The Formwork As Per Drawing ) , Spreading The Concrete With Showels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provisiion Of Contraction And Expansion, Construction Joints, Applying, Deboinding Strips, Primer Sealant, Dowel Bars, Near Approaches To Bridge / Culvert And Construction Joints Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Curing Compound Where Specifed And Water Finishing To Lines And Grade As Per Drawing And Technical Specification On Clause 1501 8 Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row Providing And Laying Reinforced Cement Concrete Pipe Np3 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 Masonry Works In Head Walls And Parapets Clause 1106. C350 Mm Dia Mord 1100 ( 9.3 ) ) 9 C / O Of U Drain: Earth In Excavation In Trenches For Foudation In Ordinary Soil Including Lift Upto 1.5 M Lead Upto 50 M. And Dressing Of Sides And Ramming Of Bottom And Disposal Of Surplus Excavated Earth As Directed By The Engineer-In-Charge Within A Distace Of 50M. 10 Plain Cement Concrete M-10 ( 1:3:6 Nominal Mix ) In Levelling Cousre Below Open Foundation Of Head Wallas As Per Drawings And Technical Specification Clasuse 1109 ( Pcc Grade M 10 ( I ) Nominal Mix 1:3:6 11 Providing Concrete For Plain / Reinforced Concrete In Open Foundation Complete. As Per Drawing And Technical Clause 802, 803, 1202 & 1203Iv Pcc Grade M20 12 Brick Masonry Work In Cement Mortar In Foundation Of Head Walls Comkplete 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 13 Plastering With Cement Mortar ( 1:3 ) 15 Mm Thick On Brickwork In Parapet As Per Technical Specifications Clauses 613.4 And 1208.4 14 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawing And Technical Specification Clauses 1000 And 1202

INR 2714 /-

INR 489000.0 /-

INR 57.80 Lakhs /-

Name of Work :-S/R ofKansha Patti Mahdaha Bela Chanda Marge Link Road

Sl. No.	Item Description
1	Particulars of Work
2	Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type-B of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as per MORD Specification.405incluidng labour cess,Royalty. Quarry from Shankargarh(Excluding GST)
3	Providing and applying tack coat with bitumenusing bitumen VG-10, pressure distributor @ 0.30 Kg/Sqm.on the prepared bitumin surface cleaned with hydralic broom, As per MORD specification 503(Excluding GST)
4	Providing, laying and rolling of open - graded premix surfacing of 20 mm compacted thicknesswith 13.2 mm crushed stone grit@ 0.18cum/ 10sqm and 11.2 mm size crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen @ 1.46Kg/sqmto required line, grade and level to serve as wearing course on a previously prepared base, also mixing in a suitable plant or by mixall, laying and rolling with a smooth wheeled roller 8-10tonne capacity, finished to required level and grades, including cost of material, labour, plant, machinery and T&P. Complete as per MORD Specification No.508(II) .including the cost of bitumenVG-10, Labour, T&P Royalty etc. Quarry from Dala(Excluding GST)
5	Providing and laying seal coat type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.7 mm crushed stone grit @ 0.09cum/ 10sqm from approved quarry and bitumen/emulsion @0.65kg/sqm including cost of material, labour, plant, machinery, mixall and T&P. Complete as per MORD Specification No.510(ia).including the cost of bitumenVG-10, Labour, T&P Royalty etc. Quarry from Dala(Excluding GST)
6	Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to stite, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 with lead upt 1000m as per Technical specification cluase 303.1(Excluding GST)
7	Construction of un-Reforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement or any other type as per clause 1501-2.2 M30 Grade, coarse and fine aggregate conforming to IS 383 macadam size of coarse aggregate not exceeding 25mm mixed in a concretee 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 polthene film, wedges, steel plates including leveliing the formwork as per drawing), spreading the concrete with showels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provisiion of contraction and expansion, construction joints, applying, deboinding strips, primer sealant, dowel bars, near approaches to bridge/ culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days curing compound where specifed and water finishing to lines and grade as per drawing and technical specification on clause 1501
8	Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 masonry works in head walls and parapets Clause 1106. C350 mm dia Mord 1100 (9.3))
9	C/o of U Drain: Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m.
10	Plain Cement Concrete M-10 (1:3:6 nominal mix) in levelling cousre below open foundation of head wallas as per drawings and Technical specification clasuse 1109(PCC grade M 10 (i) Nominal Mix 1:3:6
11	Providing concrete for Plain/Reinforced concrete in open foundation complete. As per drawing and technical clause 802, 803, 1202 & 1203IV PCC grade M20
12	Brick Masonry work in cement mortar in foundation of Head walls comkplete 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
13	Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
14	Supplying, fitting and Placing HYSD bar reinforcement in foundation complete as per drawing and technical specification clauses 1000 and 1202