Tender For Strengthening Of Road From Manjalparappu - Kattakadu Road Ch.: 0/0 - 1/0 (R77), athoor-Tamil Nadu

Athoor Ad Welfare Road , Part 1 :Strengthening Of Road From Manjalparappu - Kattakadu Road Ch.: 0/0 - 1/0 (R77) Estimate Amount : Rs.39.75 Lakhs , Clearingthe Scrub Jungle Including All Labour Charges For Burrying And Burning Etc., , Earth Work Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting Depositing On Bank With Initial Lead Of 10M And Lift Of 2M Including All Labour Charges And Incidental Charges Such As Shoring, Strutting, Providing Coffer Dams, Bailing Out Of Water As Per 20A , Providing And Laying Including Cost And Conveyance Of Gravel From Approved Sources To Work Site Including Labour For Spreading, Watering And Compacting By Power Roller To Achieve The Required Proctor Density At 100% Compaction At Optimum Moisture Content And Hire Fuel Charges For Powerroller, Watersprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Dangerlights Etc. Comp For Base-Course And Side Berms. , Km 0/0 - 1/0 , Picking 5 Cm To 10 Cm Old Metalled Surface And Sectioning , Providing And Laying Water Bound Macadam Grading - Ii (75Mm To22.40Mm) 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) , Km 0/0 - 1/0 , 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) , Km 0/0 - 1/0 , Applying Tack Coatover Wbm Surface At 4Kg / 10 Sq.M Including Labour For Spraying, Hire Charges For Bitumen Sprayer Etc. Comp. , Km 0/0 - 1/0 , Providing And Laying Premix Carpet With Seal Coat Type -A To 20Mm Thick Using 0.18Cum Of 13.2Mm, 0.09 Cum Of 11.20Mm And.09Cum Of 6.70Mm With 24.40 Kgs Ofvg 30 Bitumen For Premixing Per 10Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregate To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30T Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 20Mm With Mechanical Paver To The Specified Grades And Cross Section And Consolidated By 8-10T Vibratory/Pneumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site, Hire & Fuel Charges For 20-30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory/Pneumatic Roller And All Other Tools And Plants Required, Including Fuel And Other Incidental Charges Etc., Complete (Using Paver Machine) , Km 0/0 - 1/0 , Supply And Fixing Of Hm Stone , Supply And Fixing Of Km Stone , Provision For Name Board Charges , 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 40000.0 /-

INR 39.75 Lakhs /-

Name of Work : Strengthening of Road from Manjalparappu - Kattakadu Road Ch.: 0/0 - 1/0 (R77)

Sl. No.	Item Description
1	Part 1 :Strengthening of Road from Manjalparappu - Kattakadu Road Ch.: 0/0 - 1/0 (R77) Estimate Amount : Rs.39.75 Lakhs
2	Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,
3	Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
4	Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.
5	Km 0/0 - 1/0
6	Picking 5 cm to 10 cm old metalled surface and sectioning
7	Providing and laying Water Bound Macadam Grading - II (75mm to22.40mm) 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)
8	Km 0/0 - 1/0
9	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)
10	Km 0/0 - 1/0
11	Applying TACK COATover WBM surface at 4Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
12	Km 0/0 - 1/0
13	Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and.09cum of 6.70mm with 24.40 Kgs ofVG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete (Using Paver Machine)
14	Km 0/0 - 1/0
15	Supply and fixing of HM stone
16	Supply and fixing of KM stone
17	Provision for Name board charges
18	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}