Tender For Strengthening And Improvements To Riding Qualityworks To The Governmentroads In Kattumannarkoil (H) C&M Sub Division Jurisdiction (Vpm-039)A - Strengthening At Km 5/2 - 6/5 Of Solatharam - Srimushnam Roadb - Strengthening, At Km 3/0 - 5/0 Of Ma, cuddalore-Tamil Nadu

Strengthening And Improvements To Riding Qualityworks To The Governmentroads In Kattumannarkoil ( H ) C&M Sub Division Jurisdiction ( Vpm-039 ) A - Strengthening At Km 5 / 2 - 6 / 5 Of Solatharam - Srimushnam Roadb - Strengthening, At Km 3 / 0 - 5 / 0 Of Mannargudi - Eyyalore Roadc - Strengthening At Km 9 / 0 - 10 / 2 Of Mannargudi - Eyyalore Roadd - Improvements To Riding Quality At Km 7 / 0 - 10 / 8 Of Orathur - T.Neduncherry Road. 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 - C 3 Road - D 4 Excavation Including Removal And Satisfactory Disposal Of All Materias 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 Wideneing Portion And As Per Morth No. 111, 112, 201, 202, 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 Road - A 9 Road - B 10 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. 11 Road - A 12 Road - B 13 Road - C 14 Road - D 15 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 16 Road - A 17 Road - B 18 Road - C 19 Road - D 20 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. 21 Road - A 22 Road - B 23 Road - C 24 Road - D 25 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 26 Road - A 27 Road - B 28 Road - D 29 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 30 Road - A 31 Road - B 32 Providing And Laying Dense Bituminous Macadamwhich Work Shall Consist Of Construction, Using Crushed Aggregates, ( Table 500-10 ) Premixed With Vg40 Grade Bitumenconfirming 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-Ii ) As Per Morth No. 111, 112, 505, 900 33 Road - A 34 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 35 Road - A 36 Road - B 37 Road - C 38 Road - D 39 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 40 Road - A 41 Road - B 42 Road - C 43 Road - D 44 Providing And Layingbituminous Concrete Which Work Shall Consist Of Construction Using Coarse Aggregates ( Table 500-17 ) Premixed With Vg 40Grade 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 45 Road - A 46 Providing And Laying Carted Earth Having Minimum Cbr Of 10 With An Additional Lead Including Conveyance, Laying, Watering And Consolidation Etc., Complete As Directed By The Engineer For Forming The Shouldersas Per Morth No.111, 112, 305, 900 47 Road - A ( Lead - 1 Km ) 48 Road - B ( Lead - 29 Km ) 49 Road - C ( Lead - 34 Km ) 50 Road - D ( Lead - 28 Km ) 51 Calculation Of Subtotal, Gst And Total Amount Carried Out By System Automatically 52 Basic Cost Of Value Put To Tender As Per Estimate 53 Add Gst At 18% 54 Total Value Put To Tender 55 Difference In Value 56 Bidder Quoted Value 57 Add Gst At 18% Of Final Quoted Value 58 Total Value Of Contract Including 18% Of Gst 59 Basic Cost Of Value Put To Tender As Per Estimate 60 Quoted Rate In Figures ( Total Value Of Contract Including 18% Of Gst )

Refer document

INR 250000.0 /-

INR 4.79 Crore /-

Strengthening and Improvements to Riding Qualityworks to the Governmentroads in Kattumannarkoil (H) C&M Sub division Jurisdiction (VPM-039) A - Strengthening at km 5/2 - 6/5 of Solatharam - Srimushnam Road B - Strengthening, at km 3/0 - 5/0 of Mannargudi - Eyyalore road C - Strengthening at km 9/0 - 10/2 of Mannargudi - Eyyalore road D - Improvements to Riding Quality at km 7/0 - 10/8 of Orathur - T.Neduncherry road

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 - C
3	Road - D
4	Excavation including removal and satisfactory disposal of all materias 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 Wideneing Portion and as per MORTH No. 111, 112, 201, 202, 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	Road - A
9	Road - B
10	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.
11	Road - A
12	Road - B
13	Road - C
14	Road - D
15	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
16	Road - A
17	Road - B
18	Road - C
19	Road - D
20	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.
21	Road - A
22	Road - B
23	Road - C
24	Road - D
25	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
26	Road - A
27	Road - B
28	Road - D
29	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
30	Road - A
31	Road - B
32	Providing and laying Dense Bituminous Macadamwhich work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG40 grade Bitumenconfirming 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-II )as per MORTH No. 111, 112, 505, 900
33	Road - A
34	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
35	Road - A
36	Road - B
37	Road - C
38	Road - D
39	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
40	Road - A
41	Road - B
42	Road - C
43	Road - D
44	Providing and layingBituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 40Grade 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
45	Road - A
46	Providing and laying Carted Earth having minimum CBR of 10 with an additional lead including conveyance, laying,watering and consolidation etc., complete as directed by the Engineer for forming the shouldersas per MORTH No.111, 112, 305, 900
47	Road - A (Lead - 1 km)
48	Road - B (Lead - 29 km)
49	Road - C (Lead - 34 km)
50	Road - D (Lead - 28 km)
51	Calculation of SubTotal, GST and Total Amount carried out by system automatically
52	Basic cost of value put to tender as per estimate
53	Add GST at 18%
54	Total Value put to Tender
55	Difference in Value
56	Bidder quoted value
57	Add GST at 18% of Final quoted Value
58	Total Value of Contract Including 18% of GST
59	Basic cost of value put to tender as per Estimate
60	Quoted Rate in Figures (Total Value of Contract Including 18% of GST )