Tender For Widening From Intermediate Lane To Two Lane And Strengthening At Km 11/0 - 12/0 Ofbhuvanagiri- Kurinjipady Road Including Construction Ofretaining Wall At Km 11/0-11/8 (Vpm-031), cuddalore-Tamil Nadu

Widening From Intermediate Lane To Two Lane And Strengthening At Km 11 / 0 - 12 / 0 Ofbhuvanagiri- Kurinjipady Road Including Construction Ofretaining Wall At Km 11 / 0-11 / 8 ( Vpm-031 ) ; 1 Excavation Including Removal And Satisfactory Disposal Of All Materials Necessary For Theconstructionof Roadway And Side Drains In Accordance With The Specifications Andthe Lines, Grades And Cross Sections Shown In The Drawings Or As Indicated By The Engineer Forbox Cutting For Widening Portion And As Per Morth No. 111, 112, 301, 302. 2 Providing And Laying Granular Sub-Base Grade- V Consisting Of Well Graded Material Confirming To The Grading Given In Table No.400-1, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratoryroller To Achieve The Desired Density, Etc., Complete As Directed By The Engineer.As Per Morth No. 111, 112, 401, 900. 3 Providing And Laying Granular Sub-Base Grade- Iii Consisting Of Well Graded Material Confirming To The Grading Given In Table No.400-1, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratoryroller To Achieve The Desired Density, Etc., Complete As Directed By The Engineer As Per Morth No. 111, 112, 401, 900. 4 Providing And Laying Wet Mix Macadam Consisting Of Clean Crushed Aggregates Confirming To The Grading Given In Table No.400-13, Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density, Etc., Complete As Directed By The Engineer. As Per Morth No. 111, 112, 406, 900. 5 Providing And Applying Prime Coat Over Granular Base With Bitumen Emulsion ( Ss-I Type ) On Prepared Surface Including Preparing The Road Surface And Spraying The Primer At The Rate Of 0.70 Kg / Sqm Using Bitumen Sprayer As Directed By The Engineer - Over Wmm As Per Morth No. 111, 112, 502, 900 6 Providing And Applying Tack Coat Over Existing Bituminous Surfaces With Bitumen Emulsion ( Rs-I Type ) Using Mechanical Sprayer At The Rate Of 0.20 Kg Per Sqm On The Prepared Bituminous Surface As Directed By The Engineer As Per Morth No. 111, 112, 503, 900 7 Providing And Applying Tack Coat Over Existing Bituminous Surfaces With Bitumen Emulsion ( Rs-I Type ) Using Mechanical Sprayer At The Rate Of 0.20 Kg Per Sqm On The Prepared Bituminous Surface As Directed By The Engineer As Per Morth No. 111, 112, 503, 900 8 Providing And Layingbituminous Macadam Which Work Shall Consist Of Construction, Using Crushed Aggregates, Premixed With Vg 30 Grade Bitumen Confirming To The Aggregates Andbinder As Per Table No.500-7 Using The Mini Hot Mix Plant, Transporting The Mix To The Worksite, Layingmanually And Compaction With Smooth Wheeledroller In Accordance With The Requirements Of The Specification And In Conformity With The Drawing As Directed By The Engineer As Per Morth No. 111, 112, 501, 504 900 For Attending The Patches 9 Providing And Layingbituminous Macadam Which Work Shall Consist Of Construction, Using Crushed Aggregates, Premixed With Vg 30Grade Bitumen At The Rate Of 3.40% By Weight Of The Total Mix Confirming To The Aggregates Andbinder As Per Table No.500-7 In The Hot Mix Plant, Transporting The Mix To The Worksite, Laying With Paver Finisher And Compaction With Smooth Wheeled And Vibratory Roller In Accordance With The Requirements Of The Specification And In Conformity With The Drawing As Directed By The Engineer For Bm ( Grade-Ii ) As Per Morth No. 111, 112, 504 900 10 Providing And Laying Dense Bituminous Macadamwhich Work Shall Consist Of Construction, Using Crushed Aggregates, ( Table 500-10 ) Premixed With Vg 30 Grade Bitumen Confirming To The Aggregates And Binder As Per The Job Mix Formula In The Hot Mix Plant, Transporting The Mix To The Worksite, Laying With Paver Finisher And Compaction With Smooth Wheeled And Vibratory Roller In Accordance With The Requirements Of The Specification And In Conformity With The Drawing As Directed By The Engineer For Dbm ( Grade-I ) As Per Morth No. 111, 112, 505, 900 11 Providing And Layingbituminous Concrete Which Work Shall Consist Of Construction Using Coarse Aggregates ( Table 500-17 ) Premixed With Vg 30Grade Bitumen Confirming To The Aggregates And Binder As Per The Job Mix Formula In The Hot Mix Plant, Transporting The Mix To The Worksite, Laying With Paver Finisher And Compaction With Smooth Wheeled And Vibratory Roller In Accordance With The Requirements Of The Specification And In Conformity With The Drawing As Directed By The Engineer For Bc ( Grade-Ii ) As Per Morth No. 111, 112, 507, 900 12 Refilling The Shoulders With Available Cut Earth At The Site Including Spreading, Watering & Consolidation By Power Roller Complete As Directed By The Engineer As Per Morth No.111, 112, 305 13 Retaining Wall 14 Earth Work Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting And Depositing On Bank With All Leads And Lifts As Per Ss20b, Including Cost Of All Labour, Equipments And Allincidental Charges Such As Providing And Maintaining Obstructions, Trimming Bottom Of Excavation Backfilling, And Clearing The Site And Disposal Of All Surplus Materials Etc., Complete As Per Relevant Standard Specification As Per Morthno. 111, 112, 304 For Foundation Ofretaining Wall 15 Plain Cement Concrete Of Grade M10 ( Nominal Mix ) Using 40 Mm Iss Hbg Metal With M-Sandincluding Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete Working At Depths, Tools And Plants Andetc., Complete As Per Relevant Standard Specification As Per Morth No. 111, 112, 900, 1000, 1500, 1700, 2100For Levellingcourse 16 Vibratedreinforcedcement Concretem25 ( Design Mix ) Usingiss Gradedmetal With M-Sandincluding Cost And Conveyance Of All Materials To Site Including Cost Of Cement, Centering, Soft Water Excluding Costand Fabrication Of Steelbut Including Labour Charges For Mixing, Transporting, Layingand Curing Concrete , Working At Depths , Tools And Plants Employed Etc., Complete As Per Relevant Standard Specifications As Directed By The Engineer As Per Morth No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 For Retaining Wall ( Below Sill ) 17 Vibratedreinforcedcement Concretem25 ( Design Mix ) Usingiss Gradedmetal With M-Sandincluding Cost And Conveyance Of All Materials To Site Including Cost Of Cement, Centering, Soft Water Excluding Costand Fabrication Of Steelbut Including Labour Charges For Mixing, Transporting, Layingand Curing Concrete , Working At Depths , Tools And Plants Employed Etc., Complete As Per Relevant Standard Specifications As Directed By The Engineer As Per Morth No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 For Retaining Wall ( Above Sill ) 18 Vibrated Cement Concrete Of Grade M20 ( Nominal Mix ) Using 40Mm Hbg Metal With M-Sandincluding Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete Working At Depths, Tools And Plantsetc., Complete As Per Relevant Standard Specificationas Per Morth No. 111, 112, 900, 1000, 1500, 1700, 2200 For Parapet 19 Supply And Fabrication Offe 500 Grade Steel Required For All Rcc Items Of Works Involved In The Schedule Including Cost Of Steel And Cost Of Fabrication, Labour Charges For Cleaning The Rodsstraightening, Cutting, Bending, Tying Grills, Including Over Lapping To The Required Length Wherever Necessary And Providing To The Reinforcementplacing The Reinforcement In Position As Specified In The Drawings Including Cost Of Binding Wire, Provision Of Spacer Bars, Cover Blocks And All Other Incidental Charges Etc.Complete As Directed By The Engineer As Per Morth No. 111, 112, 900, 1000 20 Providing And Fixing 110Mm Dia Pvc Seepage Pipes Of Required Length For Abutments And Wings Including Cost And Conveyance Of All Materials To Work Site, Cost And Labour Semi Spherical Backfill Arrangements With 100Mm Size Granite Stone At The Periphery And Labour Charges For Fixing Etc., Complete To Drain The Backfill As Per Standard Specificationas Per Morth No.2706 21 Calculation Of Subtotal, Gst And Total Amount Carried Out By System Automatically 22 Basic Cost Of Value Put To Tender As Per Estimate 23 Add Gst At 18% 24 Total Value Put To Tender 25 Difference In Value 26 Bidder Quoted Value 27 Add Gst At 18% Of Final Quoted Value 28 Total Value Of Contract Including 18% Of Gst 29 Basic Cost Of Value Put To Tender As Per Estimate 30 Quoted Rate In Figures ( Total Value Of Contract Including 18% Of Gst )

Refer document

INR 325000.0 /-

INR 6.20 Crore /-

Widening from Intermediate lane to Two lane and strengthening at Km 11/0 - 12/0 ofBhuvanagiri- Kurinjipady Road including construction ofretaining wall at km 11/0-11/8 (VPM-031)

Sl. No.	Item Description
1	Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer forBox Cutting for Widening Portion and as per MORTH No. 111, 112, 301, 302.
2	Providing and Laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer.as per MORTH No. 111, 112, 401, 900.
3	Providing and Laying Granular Sub-Base Grade- III consisting of well graded Material confirming to the grading given in Table No.400-1,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer as per MORTH No. 111, 112, 401, 900.
4	Providing and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.
5	Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg / sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502, 900
6	Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900
7	Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900
8	Providing and layingBituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen confirming to the aggregates andbinder as per table no.500-7 using the Mini Hot mix plant, transporting the mix to the worksite, layingmanually and compaction with smooth wheeledroller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer as per MORTH No. 111, 112, 501, 504 900 For attending the Patches
9	Providing and layingBituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates andbinder as per table no.500-7 in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BM(Grade-II) as per MORTH No. 111, 112, 504 900
10	Providing and laying Dense Bituminous Macadamwhich work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for DBM (Grade-I )as per MORTH No. 111, 112, 505, 900
11	Providing and layingBituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30Grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900
12	Refilling the shoulders with available cut earth at the site including spreading, watering & consolidation by power roller complete as directed by the Engineer as per MoRTH No.111, 112, 305
13	Retaining wall
14	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and allincidental charges such as providing and maintaining obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification as per MORTHNo. 111, 112, 304 for FOUNDATION OFRETAINING WALL
15	Plain Cement Concrete of grade M10 (Nominal mix) using 40 mm ISS HBG metal with M-Sandincluding cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants andetc., complete as per relevant standard specification as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100FOR LEVELLINGCOURSE
16	VibratedReinforcedCement ConcreteM25 (Design Mix) usingISS gradedmetal with M-Sandincluding cost and conveyance of all materials to site including cost of cement,centering,soft water excluding costand fabrication of steelbut including labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed etc., complete as per relevant standard specifications as directed by the Engineer as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 for Retaining wall (Below sill)
17	VibratedReinforcedCement ConcreteM25 (Design Mix) usingISS gradedmetal with M-Sandincluding cost and conveyance of all materials to site including cost of cement,centering,soft water excluding costand fabrication of steelbut including labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed etc., complete as per relevant standard specifications as directed by the Engineer as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 for Retaining wall (Above sill)
18	Vibrated Cement Concrete of grade M20 (nominal mix) using 40mm HBG metal with M-Sandincluding cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plantsetc., complete as per relevant standard specificationas per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200 for PARAPET
19	Supply and fabrication ofFe 500 grade Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rodsstraightening, cutting, bending, tying grills,including over lapping to the required length wherever necessary and providing to the reinforcementplacing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc.complete as directed by the Engineer as per MORTH No. 111, 112, 900, 1000
20	Providing and fixing 110mm dia PVC seepage pipes of required length for Abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specificationas per MORTH No.2706
21	Calculation of SubTotal, GST and Total Amount carried out by system automatically
22	Basic cost of value put to tender as per estimate
23	Add GST at 18%
24	Total Value put to Tender
25	Difference in Value
26	Bidder quoted value
27	Add GST at 18% of Final quoted Value
28	Total Value of Contract Including 18% of GST
29	Basic cost of value put to tender as per Estimate
30	Quoted Rate in Figures (Total Value of Contract Including 18% of GST )