Improvements to BT Road with open drain at Karupumanolai Road in Udhagamandalam Municipality

Amount

Improvements to BT Road with open drain at Karupumanolai Road in Udhagamandalam Municipality

Dismantling the existing stone masonary in cement mortar wall inluding removing the debries from the site and stacking usefull material at work site for reuse and all labour charges etc., complete as per standard specifications.

Dismantling the existing Brick masonary in cement mortar wall inluding removing the debries from the site and stacking usefull material at work site for reuse and all labour charges etc., complete as per standard specifications.

Dismantling the existing Reinfroced cement concrete and removing the debries from the work site andn all labour charges etc., complete as per standard specifications.

Dismantling the existing damaged plain cement concrete flooring including removel of deprices from site etc., complete as diercted by the dept officers.

Picking 5cm to 10cm old metalled surface and sectioning the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply Pipes. The Rate inclusive of all charges etc, complete as per standard specifications. - 10 sqm

Earth work excavation for levelling in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10

Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10

Conveyance of excavated earth to a lead of 5 km from site including laoding and unloading charges etc., complete as per std. specification.

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM )in 150mm thickness in two layers of each layer of 75mm 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 using76 kgs of bituminous Emulsion for 10 square 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 503 of MORTH 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 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 V Specifications

Providing and laying tack coat of 2.0 kgs/10 sqm over the BT surface treated with primer using 5.00 kgs of bituminous binder 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 Specifications.

Providing and laying 50 mm compacted thick dense bituminous macadam using 0.35 cum of 26.5-13.2 mm graded metal and 0.21 cum of 13.2-2.36 mm graded metal and 0.14 cum of 2.36 mm & below metal with 24 kgs of cement and 46 kgs of 60/70 bitumen 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 50 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN power 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, power rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH specifications

Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kg of VG30/VG40 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 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm 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 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, 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.

Supplying and erecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm etc. complete complying with standard specification

Plain Cement concrete 1:4:8 (one cement, four sand and eight aggregates) using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per std specifications

Cement concrete in 1:3:6 [one cement and three sand and six aggregate using 20mm and 40 mm size ISS grade machine crushed chips at 1/3 Part and 2/3 Part respectively including the cost of mixinglaying curing etc., complete complying with S.S.

Plain Cement concrete 1 : 2 : 4 (one cement, two sand and four aggregates) using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS

Plastering with the cement mortar 1:4 (one cement and Four Sand) using 20mm thick inlcuidng cost of all materials and labour charges etc

Providing and laying of hot applied thermoplastic compound 2.50mm thick includng reflectorising glass beads as per IRC:35 the finished surface to be level, uniform and free from streeks and holes etc complete as per MORTH specification No.803

Shiffting of EB Pole Charges

K.E. KRISHNADASS