Tender For Construction Of Indiparwat Bandha To Kirtartara Murlidhar Dubey Home Link Road., mirzapur-Uttar Pradesh

Construction Of Indiparwat Bandha To Kirtartara Murlidhar Dubey Home Link Road. 1 Earth Work In Embankment In Moorum Mixed / Black Cotton Soil. Excavation To Be In The Form Of Regular Pits Not Exceeding 0.5 M In Depth And Earth Work In Embankment To Be In 20 Cm Layers Including Ramming & Dressing The Surface To Raquired Level And Slope And Also I / C 1.5M Lift And 30M Lead 2 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 Rotavatorat Omc, And Compacting With Smooth Sheel Roller To Achive The Desired Density, Complete As Per Technical Specification Clause 401. 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 Smoothwheel 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. 4 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Threewheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. 5 Brick Edging On Both Side Of Roads Of Straight Over Burn Brick Class 275 [ 8.00Cm ( 3 ) Wide & 12 Cm ( 4.50 ) ] Deep Laid With Mud Mortor Icluding Labour & Supply Of Bricks Finished To Requared Templete And In Proper Alignment And Also Including Dressing & Ramming The Exacavated Earth As Directed By The E / I 6 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 Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502 7 Providing And Applying Tack Coat With Bitumen Vg-10 ) Using Bitumen Distributor At The Rate Of 0.30Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. 8 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 Type C As Per Technical Specification Clause 508. 9 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 10 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, 11 Earth Work In Patries Both One Side Of Road. Excavation To Be In Inordinary Black With Moorum Soil Form Of Regular Pits Not Excceding 0.50 M In Depth And Earth Work In Embankment In 20 Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slopes And Also Including 1.5 M Lift And 30 M Lead Including All Labour. T&P Etc Complete As Per Direction Of Engineer-In-Charge 12 Construction Of Hp-350Mm, 600 Mm & 1000 Mmculvert & Drainearth Work In Excavation In Foundation In Moorum / Single / Kankar Requiring The Used Of Specal T&P Such As Pixckaxes Subbals Etc Including All Labour T&P Royality Etc All Complete. 13 Supply And Laying Of Local Sand In Trenchincluding Ramming, Dressing, Watering Etc. Including Cost Of All Material, Labour Etc. Complete. ( Within 8 Km. ) Si No. 255 14 Cement Concrete With 4 Cm Gauge Stone Ballast Coarse Sand And Cement In The Proportion 8:4:1Including Cost Of All Material, Labour Etc. Complete. Si No. 281 15 Rcr Stone Masonary In 1:4 Cement Chopan Caorse Sand Mortar In Cluding All Labour T&P Etc Complete 16 Struck Pointing 1:2 Cement And Fine Sand Mortar On Both Visibule Face Of End Wall In Parapet. 17 Providing350 Mm Dia N.P-3 H.P. Jointing With Coller In Proper Position Including Cost Of Cement , Jute Etc. Required For Proper Completion Of Work. Pipe 18 Laying 350 Mm Dia N.P-3 H.P. Jointing With Coller In Proper Position Including Cost Of Cement , Jute Etc. Required For Proper Completion Of Work.Laying 19 Providing 600 Mm Dia N.P-3 H.P. Jointing With Coller In Proper Position Including Cost Of Cement , Jute Etc. Required For Proper Completion Of Work. Pipe 20 Laying 600 Mm Dia N.P-3 H.P. Jointing With Coller In Proper Position Including Cost Of Cement , Jute Etc. Required For Proper Completion Of Work. Laying 21 Providing 1000Mm Dia N.P-3 H.P. Jointing With Coller In Proper Position Including Cost Of Cement , Jute Etc. Required For Proper Completion Of Work. Pipe 22 Laying 1000 Mm Dia N.P-3 H.P. Jointing With Coller In Proper Position Including Cost Of Cement , Jute Etc. Required For Proper Completion Of Work. Laying 23 Filling Of Earth Work On The Side Of Trenches And On The Pataries

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	11-Apr-2023	Date of Corrigendum	Date	16-05-2023

INR 2720 /-

INR 417400.0 /-

INR 43.47 Lakhs /-

Name of Work: Construction of Indiparwat Bandha to Kirtartara Murlidhar Dubey Home Link Road

Sl. No.	Item Description
1	Earth work in embankment in moorum mixed/black cotton soil. Excavation to be in the form of regular pits not exceeding 0.5 m in depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to raquired level and slope and also i/c 1.5m lift and 30m lead
2	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 rotavatorat OMC, and compacting with smooth sheel roller to achive the desired density, complete as per Technical Specification Clause 401.
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 smoothwheel 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.
4	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
5	Brick edging on both side of roads of straight over burn brick class 275[8.00cm(3")wide & 12 cm (4.50")] deep laid with mud mortor icluding labour & supply of bricks finished to requared templete and in proper alignment and also including dressing & ramming the exacavated earth as directed by the E/I
6	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 kg/sqm using mechanical means as per Technical Specification Clause 502
7	Providing and applying tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
8	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 Type C as per Technical Specification Clause 508.
9	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
10	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,
11	Earth work in patries both one side of road. Excavation to be in inordinary black with moorum soil form of regular pits not excceding 0.50 m in depth and earth work in embankment in 20 cm layers including ramming and dressing the surface to required lavels and slopes and also including 1.5 m lift and 30 m lead including all labour. T&P etc complete as per direction of Engineer-in-charge
12	CONSTRUCTION OF HP-350MM,600 MM & 1000 MMCulvert & Drain Earth work in excavation in foundation in moorum/single/ kankar requiring the used of specal T&P such as pixckaxes subbals etc including all labour T&P royality etc all complete.
13	Supply and laying of local sand in trenchincluding ramming, dressing, watering etc. including cost of all material, labour etc. complete. (within 8 km.) SI No. 255
14	Cement concrete with 4 cm gauge stone ballast coarse sand and cement in the proportion 8:4:1including cost of all material, labour etc. complete. SI No. 281
15	RCR stone masonary in 1:4 cement chopan caorse sand mortar in cluding all labour T&P etc complete
16	Struck pointing 1:2 cement and fine sand mortar on both visibule face of end wall in parapet.
17	Providing350 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe
18	Laying 350 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work.Laying
19	Providing 600 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe
20	Laying 600 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Laying
21	Providing 1000mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe
22	Laying 1000 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Laying
23	Filling of Earth work on the side of trenches and on the pataries