Construction of Storm Water Drainage and Renewal of BT Surface at NGO B Colony 8th Street in ward No. 53

Amount

Earthwork excavation and depositing on bank with an initial lead and lift in sand silt or other loose soil wet sand or silt not under water light block cotton soil sand nordinary soil including excavated earth including all cost and conveyance etc complete With as per the standard specification.

Plain cement concrete of mix 1:4:8 using 40mm ISS metal from the apporoved quarry including cost and convence of the materials to site and all the labour charges etc, complete as per the standard specification

Providing steel centering for sides and soffits of cement concrete works including necessary arrangements with strutting for plain surfaces with out props, With all cost and conveyance of materials and labour at site etc ., Complete as per standard specfication.

Plain cement concrete of mix 1:2:4 using 20mm ISS size HBG metal from approved quarry including all the cost and conveyance of materials to site and all labour cahrges etc. complete as per standard specification.

Plastering with Cement Mortar 1:4 mix using 20mm thick with all cost and convleyance of materials and all labour change ect., complete as per standard specification

Supplying , fabricating and placing in position of MS or RTS rods for cutting, bending, straightening of rods and tying the grills for reinforcementwith necessary binding wire including all cost and conveyance of materials to site with all labour cost ect.,complete as per standard specification.

Reinforced cement concrete of mix 1:11/2:3 using 20mm ISS size HBG metal from approved quarry including all the cost and conveyance of materials to site and all labour cahrges etc. complete as per standard specification.

Construction of granular sub- base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

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 over WBM / WMM surface using 7 Kg of Emulsion Bitumen (SS1) per10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5

Providing and laying tack coat over WBM / WMM surface ( treated with primer ) using 2.50 Kg of Bitumen Emulsion ( RS1 ) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5

Advance Patch work 13.20mm Providing Advancve Patch work using 50mm consolidated Thickness by using 1 m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3 of Metal For Pre Mixing For existing surface advance Patch work including cost and conveyance of materials to the work site and stacking them to the departmental metric guage for the premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant for premix carpet only rolling by 60-70KN power roller for premix carpet and seal coat seperately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet, including labour charges for spreading seal coat seperately over premix carpet etc. including higher charges and fuel charges for , bitumen boiler and all other tools and plant employed etc. complete as per of MoRTH Rev - V Specifications

Providing and Laying Tack Coat using emulsion pressure distributor of 2.00 Kgs/10 Sqm over the BT surface treated with primer using 2.00 kgs of bituminous Emulsion (RS1) for 10 square 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 consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of al lmaterials to CMP site ,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uni form thickness of 50mm with paver to the specifi degrades and cross sections and compacted by Vibratory /Pneumatic Rollert othere quired density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t 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 MORTH Rev-5

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 Bitumen and 5.03kg of plastic waste for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate of required temperature and mixing the min required temperature incentral hot mix plant 20-30 ton 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 tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/ 9m paverfinisher, Vibratory/ Pneumatic roller 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 of MORTH Rev-5