Estimate for Remodeling of Head Regulator of Minor No 1 of Arakwas Distributary offtaking at RD 10249/R of Arakwas Disty

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. In Ordinary soil Mechanical Means Depth upto 3 m

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 Height above 10m With Batching Plant, Transit Mixer and Concrete Pump

Bituminous Concrete 50mm to 65mm thickness ((a)) Providing and laying bituminous concrete 50mm to 65mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.20%, 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 compaction complete as per technical clause 507 of MORT&H specifications

Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling

(ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

((iii)) Extra for rolling to specifications.

Dismantling brick work tile, masonry or tile lining. In cement

Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixervolumetric type

Filling stone or spall On level.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((a)) 0 to 1.5 m depth

Dressing side slopes and preparation of sub grade for lining.

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concreteon bed and side slopes

Filling expansion joints with special impervious hot pour 12.5mm wide per m per cm depth including supply, carriage of material completein all respect.

Filling of construction joints with sealing compound including supply, carriage, of material complete in all respects as per design/Drawing and PWD specifications.

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Including for side slpoes , sleeper and Coping

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Crash Barriers Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.

Extra bitumen painting at 0.69 Kg. per sqm

(M-73) Polythene films/ sheet of 100,125, 150, 200,250 micron

supply of ISA 50*50*6

SUPPLY OF ANCHOR D12 IS 2062

SUPPPLY OF BEARING PAD 600*50*12

SUPPLY OF CHEQUERED PLATE IS -3502

SUPPLY OF HOLLOW SQUARE SECTION 100*100*6 IS 4923

SUPPLY OF IS (SSTEEL PLATE ) IS 1570

SUPPLY OF ISA 60*60*6

SUPPLY OF ISMB 150-IS 2062

SUPPLY OF ISMC 100-IS 2062

SUPPLY OF ISMC 150-IS 2062

SUPPLY OF ISPL STEEL 8MM IS 1570 PORT V

SUPPLY OF ISST 100 L850 IS 2062

SUPPLY OF J ANCHOR ROD DIA 12-IS 2062

SUPPLY OF PLATE 10MM -IS 2062

SUPPLY OF PLATE 8MM IS 1570 PORT V

SUPPLY OF PLATE 8MM IS 2062

SUPPLY OF PLATE 100*35*15 IS 2062

SUPPLY OF SQAURE BAR 25*25-IS2062

SUPPLY OF SIDE SEAL 22 DIA 57*8 L610 -IS11855

SUPPLY OF WEDGE TYPE BOTTOM SEAL 75*10,L=715 IS 11855

SUPPLY OF J BOLT WITH NUT M-16,330 LONG AND WASHER LUMPSUM (16+16=32 NO.S)

SUPPLY OF M-8 BOLT,L=60 WITH NUT AND WASHER IS1364 24NO.S

SUPPLY OF CSK SCREW

SUPPLY OF MULTIPURPOSE HETIV GREASE

SUPPPLY OF MOBILE OIL

SCRAPING BRUSHING TO REMOVE PAINT

PAINTING TWO OR MORE COATS WITH ANTICORROSIVE PAINT

APPLYING PRIMING COAT

PAINTING TWO OR MORE COATS WITH SYNTHETIC PAINT

COMMISIONING AND TESTING OF GATES

FILLET WELDING

INSTALLATION OF GATE STRUCTURE

PROVIDING INSTALLATION AND FIXING IN POSITION SPINDLE TYPE HOIST ASSEMBLY CAPACITY 0.5 TON AT SITE COMPLETE IN ALL RESPECTS AND TO ENTIRE SATISFACTION OF ENGINEER IN CHARGE 6MM WIDE.

DRILLING /BORING INCLUDNG REAMING

SUPPLY OF SKIN PLATE 1240*600*8+900*600*8

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