Construction of L/Road shimshaKharboo Various limb

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge

All kind of soil @ 60%

Ordinary Rock @ 25%

Hard Rock R.B @15%

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres

All kind of soil @ 60%

Ordinary Rock @ 25%

Hard Rock R.B @15%

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) and all sort of carriage complete.

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

Dispopsal of surplus earth from avg. lead of 1 Km by Mt.

Pavement Work:-

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.82.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing & laying of primer with bitumen emoulsion (SSI-I) on prepared surface of granular base including claning of road surface and spraying premier @0.75kg/sqm with bitumen sprayer.

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 16.64.1 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying seal coat of premixed fine agg. (passing 2.46mm and retained on 180 micron sieve) with bitumen using 128Kg of bitumen of grade 80/100 bitumen per cum of fine agg. And 0.60cum of fine agg. Per 100 sqm of road surface including rolling and finishing with road all complete.

PaintingPainting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats

Cross Drainage Work:--

Constt. Of 1x6Mtr Span Rcc Culvert Specification:- Trench Cutting:- Different Kinds of Soil Bed:- PCC M10 Grade with Crushed agg. Abutt:- RCC M10 Grade with Crushed Agg. Slab :- RCC M20 Grade with Crushed agg. And RCC Steel and Shuttering complete as directed by site Engineer in charge

Providing and laying M.S. pipe 300mm dia 6.4mm thick with a weight of 47.32 Kg/RM and a length of 6 Mtr long for cross drainage work including construction of catch pits at inlet and out let in M 15 grade concreate and providing and laying a bed of sand layer and providing earth to the required grade and cross section as directed by site engineer

Sub structurte :-Construction of 1 x 40 Mtr Span Steel trussed Bridge.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge

All kind of soil @ 60%

Ordinary Rock @ 30%

Hard Rock R.B @10%

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres Incld. Dewatering complete.

All kind of soil @ 60%

Ordinary Rock @ 30%

Hard Rock R.B @10%

Providing and laying in position cement concrete of specified grade including curing but including the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) and all sort of carriage complete.

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in?charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars

Back filling in wing wall/return with compacting in layers after completion raft to from embamkment slope including carriage with granular materials complete.

Super structure :--Construction of 1 x 40 Mtr Span Steel trussed Bridge.

Design / supply / Fabrication / Launching of Super structure with RCC deck slab of 40 mtr span steel trussbridge, ,DirtWall,Elastomeric bearing of intermediate lane, approach slab 3.0 mtr (carriage way 4.25 mtr)

M/S SURU VALLEY CONSTRUCTION

M/S DUWA CONSTRUCTIONS

M/S Mohd Murtaza

M/S CHORALA CONSTRUCTION

M/S WAZIR STEEL ENGINEERING PRODUCT

bhat infrastructure pvt ltd