Tender For Strengthening To The Road From New Dharapuram Road To Vellaiparai At Puliyampatty In Puliyampatty Panchayat., Dindigul-Tamil Nadu

Tender For Strengthening To The Road From New Dharapuram Road To Vellaiparai At Puliyampatty In Puliyampatty Panchayat.; 2 Clearing The Light Jungle By Uprooting Including All Cutting Charges And Disposing Of The Products And Clearing As Directed By Departmental Officers Including All Incidental Charges Etc. Complete.Mord Specification 111, 112, 201 3 Earth Work Excavation And Depositing On Bank Within Initial Lead Of 10M & Initial Lift Of 2Min Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Ss .20.A 4 Providing And Laying Water Bound Macadam Grading - Iii ( 63Mm To11.20Mm ) Irc Hbg Of 75Mm Consolidated Thickness Consisting Of Clean, Crushed Aggregates Mechanincally Interlocked By Rolling And Bonding Together With Screening Binding Material Of 0.24 Cum For 10 Sqm ( The Material Passing 425 Microns Sieve Shall Have Liquid Limit And Plasticity Index Not More Than 20 & 6% Repectively ) And Finished In Accordance With The Requirements Of The Specification And Thickness As Per Approved Plans Or As Directed By The Engineer As Per Clause 405 Of Mord Revision I ( Mix -In - Place Method ) Rate For 10Sqm Top Layer 5 Providing And Laying Tack Coat Over The Wbm Surface Using 4.00 Kg Of Bituminous Emulsion For 10 Sqm. Including Labour Charges For Preparing The Surface For Laying Tack Coat And For Applying Required Quantity Of Bituminous Emulsion By Mechanical Sprayer Including Hire And Fuel Charges For All Tools And Plants Employed Etc., Complete As Per Clause 503 Of Mort&H Specification. 6 Providing And Layiing Pre-Mix Carpet 20Mm Thickness Using 0.18Cum Of 13.2 Irc Machine Crushed Metal 0.09Cum Of 11.2Mm Irc Machine Crushed Metal With 14.60Kg Of Bitumen For Pre-Mixing 10 Sqm Of Pre-Mix Carpet And Laying Separately Seal Coat Type A Using .09 Cum Of 6.70Mm Irc Hbg Chips With 9.80 Kg Of Bitumen For 10Sqm Including Cost And Conveyance Of Materials To The Departmental Metric Gauge For Pre-Measurement Heating The Bitumen Boiler Heating The Aggregate And Mixing Them With Bitumen In Mini Hot Mix Plant For Pre-Mix Carpet And Rolling By 80-100 Kn Power Roller Including Labour Charges For Spreading Hire And Fuel Charges For Mini Hot Mix Plant, Bitumen Boiler, All Other Tools And Plants Employed Etc., Complete 7 Providing And Laying Gravel Soling To Compacted Thick Including Cost & Conveyance Of Gravel From Approved Sources To Work Site Including Labour For Spreading, Wateringand Compacting By Power Roller To Achieve The Required Proctor Density At 100% Compaction At Optimum Moisture Content And Hire & Fuel Charges For Power Roller , Water Sprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Danger Lights Etc, Complete. Side Berms 8 Construction Of Retaining Wall At Ch 0 / 2-0 / 4 9 Earth Work Excavation & Depositing On Bank With Initial Lead Of 10M And Lift & 2M In Hard Stiff Clay, Stiff Black Cotton Hard Red Earth Shales, Murram, Gravel Stoney Earth And Earth Mixed With Small Size Boulder And In Hard Gravelly Soils Per Ss 20B Including All Other Incidental Charges Such As Slurring Strutting, Baling Out Water Forming, Protective Bunds Etc., Complete For Foundation. 10 Providing And Laying For Plain Cement Concrete 1:4:8 Mix Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of Materials At Site And Watering And Compacting Etc., Complete Complying With Standard Specifications 11 Providing And Laying For Cement Concrete 1:3:6 Mix Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of Materials At Site And Watering And Compacting Etc., Complete Complying With Standard Specifications 12 Centering : Supplying And Erecting Centering For Sides And Soffits Including Support And Strutting Up To 3.29M High For Plane Surface Such As Using Mild Steel Sheets Of Size 90 X 40 Cm And Bg 10 Stiffened With Welded Mild Steel Angle Of Size 25X25x3mm For Boarding Laid Over Silver Oak ( Country Wood ) Joists Of Size 10X6.50Cm Spaced At About 90 Centre To Centre And Supported By Casaurina Props Of 10 - 13Cm Dia Spaced At 75Cm C / C Etc. Complete. 13 Provision For Name Board Charges 14 Gst Amount For Providing Service To Government Contract Works For The Above Construction Works. { Gst Amount Is The Total Gst Amount For Total Overall Quoted Amount Above This Row In Column Bb For All Works In This Package } 15 Part 02: Name Of Work: Strengthening To The Road From Vannapatty Village Bt Road To South Kothaimangalam Limit At Puliyampatty Panchayatestimate Amount: Rs.28.70 Lakhs 16 Clearing The Light Jungle By Uprooting Including All Cutting Charges And Disposing Of The Products And Clearing As Directed By Departmental Officers Including All Incidental Charges Etc. Complete.Mord Specification 111, 112, 201 17 Earth Work Excavation And Depositing On Bank Within Initial Lead Of 10M & Initial Lift Of 2Min Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Ss .20.A 18 Providing And Laying Water Bound Macadam Grading - Iii ( 63Mm To11.20Mm ) Irc Hbg Of 75Mm Consolidated Thickness Consisting Of Clean, Crushed Aggregates Mechanincally Interlocked By Rolling And Bonding Together With Screening Binding Material Of 0.24 Cum For 10 Sqm ( The Material Passing 425 Microns Sieve Shall Have Liquid Limit And Plasticity Index Not More Than 20 & 6% Repectively ) And Finished In Accordance With The Requirements Of The Specification And Thickness As Per Approved Plans Or As Directed By The Engineer As Per Clause 405 Of Mord Revision I ( Mix -In - Place Method ) Rate For 10Sqm Top Layer 19 For Km 0 / 0-1 / 0 20 For Km 1 / 0-1 / 2 21 Providing And Laying Tack Coat Over The Wbm Surface Using 4.00 Kg Of Bituminous Emulsion For 10 Sqm. Including Labour Charges For Preparing The Surface For Laying Tack Coat And For Applying Required Quantity Of Bituminous Emulsion By Mechanical Sprayer Including Hire And Fuel Charges For All Tools And Plants Employed Etc., Complete As Per Clause 503 Of Mort&H Specification. 22 Providing And Layiing Pre-Mix Carpet 20Mm Thickness Using 0.18Cum Of 13.2 Irc Machine Crushed Metal 0.09Cum Of 11.2Mm Irc Machine Crushed Metal With 14.60Kg Of Bitumen For Pre-Mixing 10 Sqm Of Pre-Mix Carpet And Laying Separately Seal Coat Type A Using .09 Cum Of 6.70Mm Irc Hbg Chips With 9.80 Kg Of Bitumen For 10Sqm Including Cost And Conveyance Of Materials To The Departmental Metric Gauge For Pre-Measurement Heating The Bitumen Boiler Heating The Aggregate And Mixing Them With Bitumen In Mini Hot Mix Plant For Pre-Mix Carpet And Rolling By 80-100 Kn Power Roller Including Labour Charges For Spreading Hire And Fuel Charges For Mini Hot Mix Plant, Bitumen Boiler, All Other Tools And Plants Employed Etc., Complete 23 Providing And Laying Gravel Soling To Compacted Thick Including Cost & Conveyance Of Gravel From Approved Sources To Work Site Including Labour For Spreading, Wateringand Compacting By Power Roller To Achieve The Required Proctor Density At 100% Compaction At Optimum Moisture Content And Hire & Fuel Charges For Power Roller , Water Sprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Danger Lights Etc, Complete. Side Berms 24 Construction Of Retaining Wall At Ch 0 / 8-1 / 0 25 Earth Work Excavation & Depositing On Bank With Initial Lead Of 10M And Lift & 2M In Hard Stiff Clay, Stiff Black Cotton Hard Red Earth Shales, Murram, Gravel Stoney Earth And Earth Mixed With Small Size Boulder And In Hard Gravelly Soils Per Ss 20B Including All Other Incidental Charges Such As Slurring Strutting, Baling Out Water Forming, Protective Bunds Etc., Complete For Foundation. 26 Providing And Laying For Plain Cement Concrete 1:4:8 Mix Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of Materials At Site And Watering And Compacting Etc., Complete Complying With Standard Specifications 27 Providing And Laying For Cement Concrete 1:3:6 Mix Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of Materials At Site And Watering And Compacting Etc., Complete Complying With Standard Specifications 28 Centering : Supplying And Erecting Centering For Sides And Soffits Including Support And Strutting Up To 3.29M High For Plane Surface Such As Using Mild Steel Sheets Of Size 90 X 40 Cm And Bg 10 Stiffened With Welded Mild Steel Angle Of Size 25X25x3mm For Boarding Laid Over Silver Oak ( Country Wood ) Joists Of Size 10X6.50Cm Spaced At About 90 Centre To Centre And Supported By Casaurina Props Of 10 - 13Cm Dia Spaced At 75Cm C / C Etc. Complete. 29 Provision For Name Board Charges 30 Gst Amount For Providing Service To Government Contract Works For The Above Construction Works. { Gst Amount Is The Total Gst Amount For Total Overall Quoted Amount Above This Row In Column Bb For All Works In This Package }

Refer document

INR 45000.0 /-

INR 44.65 Lakhs /-

Name of Work :Mines 2022-2023 - Dindigul District-Thoppampatty Block - 2 Roads Package No:TN-05-12

Sl. No.	Item Description
1	Part 01 : Name of work: Strengthening to the road From New Dharapuram road to Vellaiparai at Puliyampatty in Puliyampatty panchayat Estimate Amount: Rs.15.95 Lakhs
2	Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by departmental officers including all incidental charges etc. complete. MORD Specification 111, 112, 201
3	Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2min hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
4	Providing and laying Water Bound Macadam Grading - III (63mm to11.20mm) IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm Top Layer
5	Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MoRT&H specification.
6	Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
7	Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, wateringand compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. Side berms
8	Construction of Retaining wall at Ch 0/2-0/4
9	Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation.
10	Providing and laying for plain cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications
11	Providing and laying for cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications
12	Centering : Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for boarding laid over silver oak (country wood) joists of size 10x6.50cm spaced at about 90 centre to centre and supported by casaurina props of 10 - 13cm dia spaced at 75cm c/c etc. complete.
13	Provision for Name Board charges
14	GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
15	Part 02: Name of work: Strengthening to the road From Vannapatty village BT road to South Kothaimangalam limit at Puliyampatty panchayat Estimate Amount: Rs.28.70 Lakhs
16	Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by departmental officers including all incidental charges etc. complete. MORD Specification 111, 112, 201
17	Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2min hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
18	Providing and laying Water Bound Macadam Grading - III (63mm to11.20mm) IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm Top Layer
19	For Km 0/0-1/0
20	For Km 1/0-1/2
21	Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MoRT&H specification.
22	Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
23	Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, wateringand compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. Side berms
24	Construction of Retaining wall at Ch 0/8-1/0
25	Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation.
26	Providing and laying for plain cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications
27	Providing and laying for cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications
28	Centering : Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for boarding laid over silver oak (country wood) joists of size 10x6.50cm spaced at about 90 centre to centre and supported by casaurina props of 10 - 13cm dia spaced at 75cm c/c etc. complete.
29	Provision for Name Board charges
30	GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}