Tender For Widening, Strengthening And Culvertworks To The Governmentroads In Vridhachalam (H) C&M Sub Division Jurisdiction(Vpm-042)A-Widening From Single Lane To Two Lane And Strengthening At Km 0/0-2/0 Of Mangalampettai-Manalur Road (Via) Mugasaparur I, vridhachalam-Tamil Nadu

Widening, Strengthening And Culvertworks To The Governmentroads In Vridhachalam ( H ) C&M Sub Division Jurisdiction ( Vpm-042 ) A-Widening From Single Lane To Two Lane And Strengthening At Km 0 / 0-2 / 0 Of Mangalampettai-Manalur Road ( Via ) Mugasaparur Including Reconstruction Of Culvert At Km 0 / 4, 0 / 6, 0 / 8, 0 / 10, 1 / 6 & 1 / 10B-Widening From Single Lane To Two Lane And Strengthening At Km 2 / 0-3 / 0 Of Mangalampettai-Manalur Road ( Via ) Mugasaparur Including Reconstruction Of Culvert At Km 2 / 6. 1 Picking 5Cm To 10Cm Old Metalled Surface And Sectioning And Clearing Away From The Site And Depositing The Debris Including Labour Charges For Pickingetc., Complete As Directed By The Engineer As Per Standard Specification And Also As Per Morth No.111, 112, 501 2 Road A 3 Road B 4 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. 5 Road A 6 Road B 7 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. 8 Roada 9 Road B 10 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. 11 Roada 12 Road B 13 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. 14 Road A 15 Road B 16 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 17 Road A 18 Road B 19 Providing And Applying Tack Coat Over Granular Surface Treated With Primer Using Bitumen Emulsion ( Rs-I Type ) With Mechanical Sprayer At The Rate Of 0.25 Kg Per Sqm As Directed By The Engineeras Per Morth No.111, 112, 503, 900. 20 Road A 21 Road B 22 Providing And Laying Tack Coat Over Dry Lean Cement Concrete Surface Using 0.30 Kg Per Sqmof Bitumen Emulsion ( Rs1 ) For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 111, 112, 503, 900 Of Morth Rev-5 23 Road A 24 Road B 25 Providing And Laying Dense Bituminous Macadamwhich Work Shall Consist Of Construction, Using Crushed Aggregates, ( Table 500-10 ) Premixed With Vg 30 Grade Bitumen At The Rate Of Minimum 4.00% By Weight Of The Total Mix 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 26 Road A 27 Road B 28 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 29 Road A 30 Road B 31 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 32 Road A 33 Road B 34 Culvert Work 35 Dismantling Salvaging And Removal And Disposing Of Resulting Materials And Back Filling The Resulting Trenches And Pits Including All Labour, Materials, Tools, Equipment, Safe Guards, Incidental Necessary To Complete The Work As Directed By The Engineer Forpcc As Per Morth No.111, 112, 202 36 Road A 37 Road B 38 Earthwork Excavation In All Classes Of Soil Except Soft Disintegrated Rock And Medium Rock Not Requiring Blasting And Hard Rock Requiring Blasting And Depositing On Bank With All Leads And Lifts As Per Ss20b, Including Cost Of All Labour, Equipments And All Incidental Chargestrimming Bottom Of Excavation Backfilling, And Clearing The Site And Disposal Of All Surplus Materials Etc., Complete As Per Relevant Standard Specification For Foundation Of Box Culvert As Per Morth No.111, 112, 304 39 Road A 40 Road B 41 Plaincement Concrete M15 ( Nominal Mix ) Using 40Mm Iss Size Hbgmetal Including Cost And Conveyance Of All Materials To Site Including Cost Of Cement, Centering, Soft Water, 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 For As Per Morth No. 111, 112, 900, 1000, 1500, 1700, 2100 Levelling Course 42 Road A 43 Road A 44 Vibrated Cement Concrete M20mix Using 40Mm Iss Size Hbgmetal Including Cost And Conveyance Of All Materials To Site Including Cost Of Cement, Centering, Soft Water, Labour Charges For Mixing, Transporting, Layingand Curing Concrete , Working At Depths , Tools And Plants Employedetc., Complete As Per Relevant Standard Specifications As Directed By The Engineer For Foundation As Per Morth No. 111, 112, 900, 1000, 1500, 1700, 2100 ( Belowsill ) 45 Road A 46 Road B 47 Vibrated Cement Concrete M20mix Using 40Mm Iss Size Hbgmetal Including Cost And Conveyance Of All Materials To Site Including Cost Of Cement, Centering, Soft Water, Labour Charges For Mixing, Transporting, Layingand Curing Concrete , Working At Depths , Tools And Plants Employed Andetc., Complete As Per Relevant Standard Specifications As Directed By The Engineer For Wing And Parapet As Per Morth No. 111, 112, 900, 1000, 1500, 1700, 2100 ( Above Sill ) 48 Road A 49 Road B 50 Vibratedreinforced Cement Concrete Of Grade M25 Design Mix Using Iss Size Graded Hbg Metal Including Cost And Conveyance Of All Materials To Site Including Cost Of Cementat Siteincluding Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Layingand Curing Concrete , Working At Depths , Tools And Plantscomplete As Per Relevant Standard Specifications, For Base Slab, Stem And Top Slab Of Box Culvert As Per Morth No. 111, 112, 900, 1000, 1500, 1700, 2100 51 Road A 52 Road B 53 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 54 Road A 55 Road B 56 Providing And Fixing Of Gi Drainage Spout 100Mm Dia As Per Most Drawing Sd / 205 With Grating Arrangements At Top As Shown In The Drawing Using 12Mmx 25Mm Flats For Grating Arrangements And 100Mm Dia Drainage Spout Projecting Beyond The Bottom Of Deck Slab As Showing In The Drawing Including Cost And Conveyance Of Gi Pipes And Fixing Them In Positionetc, Completeas Per Morth No.2705 57 Road A 58 Road B 59 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 60 Road A 61 Road B 62 Filling Behind Abutmants And Wings With Clean Gritty Gravel Including Cost And Conveyance Of Gravel Toworksite, Laying, Handling Charges And Filling In Layers, Tamping Under Optimum Moisture Content To Get The Maximum Density Including Watering, With All Leads For Water And All Other Incidental Charges Etc, Complete For Filling Behind The Abutment And Wings As Per Morth No. For Filling Box Culvert Approach. 63 Road A 64 Road B 65 Supply Of Np3 Class Rcc Pipe With Flush Joint To A Size Of 1000Mm Inner Diameter With Wall Thickness 115Mm. To A Length Of 2.5M In Rcc M35 Grade With Reinforcement As Per Table 5 Ofis :458:2003 To A Ultimate Load Capacity Of 71.58 Kn / Linear Meter Including Cost Of Conveyance Of All Materials And Steel Including Moulding Charges, All Labour Charge, Hire Charges For All T & P Including Conveyance And Supply Of Pipe To Worksite And Other Incidental Charges Etc., As Per The Specificationis : 458:2003 As Per Morth No. 111, 112, 2900, 900 66 Road A 67 Road B 68 Hoisting And Fixing Of 1000 Mm Dia Np3 Pipes To Proper Gradient Including Labour And All Other Incidental Charges As Directed By The Engineeras Per Morth No.2905 69 Road A 70 Road B 71 Providing And Laying Carted Earth Having Minimum Cbr Of 10 With An Additional Lead Of 5 Km Including Conveyance, Laying, Watering And Consolidation Etc., Complete As Directed By The Engineer For Forming The Diversionroad As Per Morth No.111, 112, 305, 900 72 Road A 73 Road B 74 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. 75 Road A 76 Road B 77 Calculation Of Subtotal, Gst And Total Amount Carried Out By System Automatically 78 Basic Cost Of Value Put To Tender As Per Estimate 79 Add Gst At 18% 80 Total Value Put To Tender 81 Negotiated Percentage 82 Final Negotiated Value 83 Add Gst At 18% Of Final Negotiated Value 84 Total Value Of Contract Including 18% Of Gst 85 Basic Cost Of Value Put To Tender As Per Estimate 86 Quoted Rate In Figures ( Total Value Of Contract Including 18% Of Gst )

Refer document

INR 340000.0 /-

INR 6.51 Crore /-

Widening, Strengthening and Culvertworks to the Governmentroads in Vridhachalam (H) C&M Sub division Jurisdiction(VPM-042) A-Widening from Single Lane to Two Lane and Strengthening at Km 0/0-2/0 of Mangalampettai-Manalur Road (via) Mugasaparur including Reconstruction of Culvert at Km 0/4, 0/6, 0/8, 0/10, 1/6 & 1/10 B-Widening from Single Lane to Two Lane and Strengthening at Km 2/0-3/0 of Mangalampettai-Manalur Road (via) Mugasaparur including Reconstruction of Culvert at Km 2/6

Sl. No.	Item Description
1	Picking 5cm to 10cm old metalled surface and sectioning and clearing away from the site and depositing the debris including labour charges for pickingetc., complete as directed by the Engineer as per standard specification and also as per MORTH No.111,112,501
2	Road A
3	Road B
4	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.
5	Road A
6	Road B
7	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.
8	RoadA
9	Road B
10	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.
11	RoadA
12	Road B
13	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.
14	Road A
15	Road B
16	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
17	Road A
18	Road B
19	Providing and applying Tack Coat over granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per sqm as directed by the Engineeras per MORTH No.111,112,503,900.
20	Road A
21	Road B
22	Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 0.30 kg per sqmof Bitumen Emulsion (RS1) for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112,503, 900 of MORTH Rev-5
23	Road A
24	Road B
25	Providing and laying Dense Bituminous Macadamwhich work shall consist of construction, using crushed aggregates, (Table 500-10)premixed with VG 30 Grade Bitumen at the rate of minimum 4.00% by weight of the total mix 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
26	Road A
27	Road B
28	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
29	Road A
30	Road B
31	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
32	Road A
33	Road B
34	CULVERT WORK
35	Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer forPCC as per MORTH No.111,112,202
36	Road A
37	Road B
38	Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental chargestrimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT as per MoRTH No.111, 112, 304
39	Road A
40	Road B
41	PlainCement Concrete M15 (Nominal Mix) using 40mm ISS size HBGmetal including cost and conveyance of all materials to site including cost of cement,centering,soft water, 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 for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 Levelling Course
42	Road A
43	Road A
44	Vibrated Cement Concrete M20Mix using 40mm ISS size HBGmetal including cost and conveyance of all materials to site including cost of cement, centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employedetc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (BelowSill)
45	Road A
46	Road B
47	Vibrated Cement Concrete M20Mix using 40mm ISS size HBGmetal including cost and conveyance of all materials to site including cost of cement, centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed andetc., complete as per relevant standard specifications as directed by the Engineer for Wing and Parapet as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Above Sill)
48	Road A
49	Road B
50	VibratedReinforced Cement Concrete of grade M25 DESIGN MIX using ISS size graded HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plantscomplete as per relevant standard specifications, for BASE SLAB, STEM AND TOP SLAB OF BOX CULVERT as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
51	Road A
52	Road B
53	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
54	Road A
55	Road B
56	Providing and fixing of GI Drainage spout 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mmx 25mm flats for grating arrangements and 100mm dia drainage spout projecting beyond the bottom of deck slab as showing in the drawing including cost and conveyance of GI pipes and fixing them in positionetc, completeas per MORTH No.2705
57	Road A
58	Road B
59	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
60	Road A
61	Road B
62	Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel toworksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings as per MORTH No. for filling box culvert Approach.
63	Road A
64	Road B
65	Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 Grade with reinforcement as per table 5 ofIS :458:2003 to a ultimate load capacity of 71.58 KN/Linear meter including cost of conveyance of all materials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specificationIS : 458:2003 as per MORTH No. 111, 112, 2900, 900
66	Road A
67	Road B
68	Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineeras per MORTH No.2905
69	Road A
70	Road B
71	Providing and laying Carted Earth having minimum CBR of 10 with an additional lead of 5 km including conveyance, laying,watering and consolidation etc., complete as directed by the Engineer for forming the Diversionroad as per MORTH No.111, 112, 305, 900
72	Road A
73	Road B
74	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.
75	Road A
76	Road B
77	Calculation of SubTotal, GST and Total Amount carried out by system automatically
78	Basic cost of value put to tender as per estimate
79	Add GST at 18%
80	Total Value put to Tender
81	Negotiated Percentage
82	Final Negotiated Value
83	Add GST at 18% of Final Negotiated Value
84	Total Value of Contract Including 18% of GST
85	Basic cost of value put to tender as per Estimate
86	Quoted Rate in Figures (Total Value of Contract Including 18% of GST )