IMPROVEMENT TO DAMAGED BITUMINOUS ROAD FROM KHATIGUDA TO MURAN DAM SITE FROM RD. 16.470 KM. TO RD 17.224 KM., INCLUDING DYKE-1 ROAD OF MURAN DAM UNDER UIDC, KHATIGUDA.

Making 50mm x 50 mm furrows, 25mm deep, 45 degree to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000mtr lead all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Picking up hard stone metal surface to a depth of 5 cm. including screening usful mateirals and removing rubbish and replacing usable road metal to camber all cost of incidental charges and cess etc. Complete as per approved specification and direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of 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 achieve the desired density as per Clause 406 of MoSRT&H Specifications for road & Bridge works (4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T&P with all cost of incidental charges and labour cess etc. complete as per specification and direction of the Engineer-in-charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, cess and taxes of all materials including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Providing and laying Bituminous macadam (50mm) with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepaired surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance,royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per specification and direction of the Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for road & Bridge works (4th. Revision) including cost, conveyance, taxes of all materials, hire and running charges of machinaris, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and laying Semi dense bituminous concrete grade-II (25mm) with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactionas per Clause 508 of MoSRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance,royalty, taxes of all materials, hire and running charges of machinaris, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35.The finished surface should be level uniform and free from streaks and pot holes.

Flank dressing to provide proper surface for shoulder including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T & P with all cost of incidental charges and cess etc. complte as per approved specification and direction of the Engineer-in-charge.

Providing, Laying, Spreading and compacting of moorumin shoulder in layers not exceeding 100 mm watering and compacting to the required density in O.M.C. with Prr but including cost and coveyance of sub base materials including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T & P with all cost of incidental charges and cess etc. complete as per approved specifications and direction of the Engineer-in-charge.

Close deep chipping and cleaning to RCC surface for receiving cement plaster or cement concrete including all labour, T&P, Sundries, and labour cess etc. complete in first floor.

Cement concrete M15 grade with crushed granite coarse aggregate of size 20 mm down grade using cement (ISI brand OPC) and screened and washed fine sand free from silt , mixing including cost of all materials , conveyance ,royalty and taxes of all materials ,vibrator ,watering and curing for a specific period as per IRC code with all lead ,lifts ,delifts including labour , supervision , cess ,overhead charges, contractors profit , insurance ,T&P and all other connected operation etc machine and labour and transportaion

Please Enable Macros to View BoQ information