E1-6414-2020-1.ERODE SMART CITY LIMITED.Restoration of damaged BT road due to

Amount

Picking the existing old mettaled surface from 50mm to 100mm thick surface without damaging the exisiting base course and cleaning the site etc, complete

Providing and laying of WMM to required depth using 0.396 cum of 45 - 22.40 mm graded metal 0.528 cum of 22.4 - 2.36 mm graded metal and 0.396 cum of 2.36 mm and below size metal including mixing watering and conveying to work site including all hire charges for paver and all labour charges etc., completed as per MORTH Specification

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications

Providing and laying 50mm compacted thickness Bituminous Macadam using 0.42 cum of 26.50mm - 11.20mm graded metal and 0.10 cum of 11.20 mm - 2.80mm graded metal and 0.18 cum of 2.80mm and below with 38 kgs of bitumen for premixing per 10 sqm including cost and conveyance of all materials to work site and stacking them on road side to standard departmental metric gauge for premeasurement , heating the bitumen and aggregates to required temperature and mixing them in central hot mix plant ,spreading the mix to the required grades and lines , compaction by 80-100KN power road roller including labour charges for loading,spreading etc including hire charges and fuel charges for mini hot mix plant ,power road roller ,bitumen boiler and all other tools and plants employed etc as per clause 504 of M.O.S.T specification.

Providing and laying Bituminous concrete to 40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of

40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.

Raising the UGSS manhole cover upto proposed road level refixing the same over the cement concrete surface to an average height of 0.15 meter to 0.25 meter plain cement concrete 1:2:4 (one cement, two sand and four aggregate) mix using 20 mm HBG ISS metal including cost and conveyance of all materials to site, cost of centering and all labour charges for removing and refixing man hole cover etc., complete as directed by the departmental officer.

Providing and laying well gravel to the specified thick including cost and conyvence of well gravel from approved quarry and stocking the same at road side to departmental guage for premeasurement as directed by the departmental officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmentl officers leveling sectioning etc..and allm other charges for tools and plants required for the work and all other incidental charges such as barriedcading and providing danger lights etc..completed as per standard specification as per clause 301 and 305 of MORTH

Road Markers / Road Stud with Lense Reflector Providing and fixing rerlective Road studs of 'Category B' Rasied pavement makers made out of poly carbonate / ABS moulded body and Relective Panels (bi-convex reflectors) with micro prismatic lens capable of povidng total internal reflection of the light entering the lens face with Retro-Reflectance and chromaticity values conforming to ASTM D4280. The Reflective raised pavement makers shall also confirm to the MORTH circular No. RW/NH. 33023/10/97-DO-III Dt : 11.06.97 and the length, height and width of the body shall not be less than 100mm,

15mm and 90mm and base of marker shall be flat within 1.8mm. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each Retro- Reflectory surface shall not be less than 13.0 sq.cm. The slope or Retro- Reflectory surface shall be 35 + 5 degree to base. Each Reflector shall have a CIL not less than values specified in table 2 of said MoRT&H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.Road

Markers / Road Stud with Lense Reflector Providing and fixing rerlective Road studs of 'Category B' Rasied pavement makers made out of poly carbonate / ABS moulded body and Relective Panels (bi-convex reflectors) with micro prismatic lens capable of povidng total internal reflection of the light entering the lens face with Retro-Reflectance and chromaticity values conforming to ASTM D4280. The Reflective raised pavement makers shall also confirm to the MORTH circular No. RW/NH. 33023/10/97-DO-III Dt : 11.06.97 and the length, height and width of the body shall not be less than 100mm, nchorage.

15mm and 90mm and base of marker shall be flat within 1.8mm. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each Retro- Reflectory surface shall not be less than 13.0 sq.cm. The slope or Retro- Reflectory surface shall be 35 + 5 degree to base. Each Reflector shall have a CIL not less than values specified in table 2 of said MoRT&H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better a

Speed Breakers: Supply and installation of UV resistant dual color plastic speed breaker with RCC fillied in bottom in the ration 1:2:4 size 350mm x 250mm with interlocking facility

RCC non pressure spun pipe ( NP3 )600mm with socket and spigot ends as per IS 458/2003 anufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring

Jointing RCC pipes with cement using necessary collars including the cost of jointing materials.

Lowering RCC pipes and specials into the trenches and laying to proper grade and alignment

Earth work excavating and depositing on bank with an intial lead of 10m & intial lift of 2m in sand, slit or other loose soil, wet sand or slit not under water, light black cotton soil sandy loam and ordinary soil including excavated earth as standard specification SS 20 B including refilling charges etc complete., complying with standard specification - ECMC Building Works (SI No 1)

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers.(315mm dia HDPE pipe )(Pipe will be supplyed department)

Jointing HDPE Pipes and Specials by butt fusionwelding / electro fusion welding joints usingfusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hirecharges for butt fusion equipment powersupplyarrangements etc., complete as per directed by departmental Officers. TWAD SOR 2018-19 Page 226 Sl.No-10,14(315mm dia HDPE pipe )

Refilling in basement with excavated earth in layers of notmore than 15cm thick well rammed and consolidated etc.,

Plain Cement Concrete 1:4:8 (one cement four Sand and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specificationECMC Building Works (SI No 3)

Centering for soffits of RCC slabs plain surface including strutting upto 3 meter height using mild steel sheet of size 90cmx60cmx10 gauge with MS angles of size 25mmx2mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced upto 90cm c/c and supported casurina props or 10cm to 13cm dia spaced at 0.750cm c/c complying with standard specification and as directed by the departmental officer.(Without strutting)

Supplying fabricating and placing in position of M.S (or) R.T.S rods including cost of steel rods & labour charges for cutting, bending, straightening of rods and tying the reinforcement with necessary binding wire including all cost and conveneyance of materials to site and all labour cost etc., complete complying with standard specification - ECMC Building Works 6

Reinforced Cement concrete 1:1.5 :3 (one cement, one and half sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.

Manufacturing, supplying and fixing of 230mm thick Reinforced Cement Concrete Precast beams in RCC M-20 grade using 20mm and down graded ISS HBGS metal excluding cost of reinforcement steel inposition but including cost of moulding charges casting of slab, finishing, curing and fixing in position in etc., complete complying with standard specification and as directed.

PTK CONSTRUCTION