TCMC - Providing BT,CC and PB Surface at Ward No.09,13,15 and 16 Package No.16

Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 5 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers

Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

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 tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 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 Specifications

Providing and laying BM 50mm compacted thick Dense Bituminous Macadam using 0.24cum of 26.50 – 13.20 mm, 0.25cum of 13.20-2.36 mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30 / VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by Tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 tonnes CMP with bitumen Boiler, Tipper trucks, Paver finisher / 9m Paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH Rev-5.

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00 – 9.50 mm, 0.17cum of 9.50 - 2.36 mm and 0.26cum of 2.36mm & below with 45.27 Kgs of 60/70 bitumen &50.30kg of plastic waste from garbage collected at free of cost (Total 50.30kg) and for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by Tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 tonnes CMP with bitumen Boiler, Tipper trucks, Paver finisher / 9m Paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 MORTH Rev-5.

Dismantling the existing PCC Road and Culvert Side Wall including all machineries and labour charges etc complete as per standard specification

Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers

Plane cement concrete M20 (Nominal mix) using 20mm and 1omm ISS HBG metal including cost and conveyance of all materials to site including cost of Cement at site including Cost of formwork, soft Water, labour charges from mixing, transporting, laying and curing concrete, working at depths, Hire charges for tools and plants for cement pavement work etc., complete as per relevant standard specification,

Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers.

Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of crushed stone sandfilling incl. Cost of materials laying and Labour charges etc complete complying with the standard specification and as directed by the departmental officers.

Data for raising or lowering 46cm (18”) or 60 cm (24”) dia cast iron machinehole frame and door using bnrick work in CM 1:3 gronting with CC 1;2:4 using 20mm B.G. jelly rendering the top surface smooth with cement etc. With SFRC Manhole Cover with Frame