Maintenance of Road at Genepool Garden

Improvements and Maintenance to Road leading from HM station to Genepool Garden

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete, as per MORTH Specification 111,112 & SSRB 407-11.1

Wet mix macadam (Table 400-13) providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layaers with paver in sub- base / base course density, complete as per clause 406 of MORTH section 111,112,406,900

Prime Coat Over WBM/ WMM Surface - Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) 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 perClause 502 of MORTH Rev-5

TACK COAT OVER PRIMED SURFACE - 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.,

BM (GRADE-II) 50MM THICK USING VG30 - Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

TACK COAT OVER EXISTING BT SURFACE - Providing and laying Tack Coat over Existing BT surface using 2 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 perClause 503 of MORTH Rev-5

BM CONCRETE (GRADE-II) 40MM THICK USING VG30 - Providing and laying Bituminous Concrete to 40mm 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 50.30kgs of VG30 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 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, Vibratory roller and all other tools and plant required, including fuel and all other complete as per specification using CMP as per clause 507 of MORTH incidental Rev-5

Earth work excavation and depositing on bank with lead of 10 metre and lift 2metre in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B

Plain Cement Concrete 1:3:6, Msand mix using machine broken IRC, HBG 20mm metal and including the cost of materials, conveyance and labour charges etc., complete complying with the standard specifications.

Supplying and erecting Centering and Shuttering for sides and soiffts including supports and strutting upto 3.29m height for plane surfaces such as RCC Rectangular Columns, top and bottom sides of RCC boxing, sill slabs, sunshades etc., in all floors using mild steel sheets of size 90cm x 60cm and BG 10 stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over Silver Oak joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by Casuarina props of 10cm to 13cm diametre spaced at 75cm centre to centre etc., complete complying with standard specfication and as directed by the departmental officers.

Reinforced Cement Concrete 1:2:4, mix using M Sand and machine broken IRC, HBG 20mm metal and including the cost of materials, conveyance and labour charges etc., complete complying with the standard specifications.

Supplying, fabricating and placing in position of Steel Reinforcement using mild steel / ribbed tor steel rodes for all RCC works as per the design given including cost of steel and binding wire in all floors complying with standard specification and drawings. Using M.S Rods of Required size.

Provision for GST

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