Re-placement of V.R.B

Amount

Dismantling of RCC work by mechnical means and including stacking of steel bars and disposal of unserviceable material within 50 mtr lead as per direction of Engineer in charge .HSR No 5.25

Demolishing Brick work manually by mechanical means i/c stacking of serviceable material and disposal of unserviceable material within 50 mtr lead as per direction of E.I.C .HSR No 5.7.4

Dismentling dressed stone work ashlar based stone work, marble work or precast concrete work manually by mechanical means incuding stacking of servicable and disposable of unservicable material within 50 mtr lead as per direction engineer in charge. HSR No. 5.1.2

Demolishing cement conc. manually by mechanical means i/c stacking of serviceable material and disposal of unserviceable material within 50 mtr lead as per direction of E.I.C nominal conc.1:2:4 HSR No. 5.23.2

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.HSR No.5.33

Earth Work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge All kind of Soil ( HSR item No. 4.12.1

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 approved material as per clause 304 of MORT&H specifications Ordinary soil,Mechanical Means Depth 3 m to 6 m.Note:- Cost of dewatering up to 7.5 per cent of labour & machinery cost may be added,where required,Assessment for dewatering shall be made as per site conditions.( HSR item No. 15.1.2.2) @100.00 per cum + 7.5%=107.5/cum

Earth Work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge with Lead of 180 mtr ( HSR item No. 4.12.1+3.2.2)

Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, HSR No. 21.95.10

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and upto floor IV level: 1:4:8(1 Cement : 4 coarse sand (zone-III) : 8 graded cum stone aggregate 40 mm nominal size (HSR item No. 6.1.6)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and upto floor IV level: 1:3:6(1 Cement : 3 coarse sand (zone-III) : 6 graded cum stone aggregate 20 mm nominal size (HSR item No. 6.1.4)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 Cement : 6 coarse sand) (HSR item No. 7.21.2)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in: cement mortar 1:4 (1 Cement : 4 coarse sand) (HSR item No. 7.22.1)

Providing and laying in position ready mixed plain cement concrete with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agigated mixer, All works upto Plinth level : M-15 grade plain cement concrete cum (cement content considered @ 240 kg/cum) (HSR item No. 6.22.2.2) @4224.00

Providing and laying in position ready mixed plain cement concrete with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agigated mixer, All works upto Plinth level : M-20 grade plain cement concrete cum (cement content considered @ 300kg/cum) (HSR item No. 6.22.2.1) @4656.00

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. (Note : Cement content considered in this item is @330 kg/cum. (HSR item No. 6.25.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement (Note : Cement content considered in this item is @330 kg/cum. All works above plinth level up to floor IV level (HSR item No. 6.25.2) @5041.00

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns (HSR item No. 6.29.1) @174.00

Centering and shuttering including strutting, propping etc. and removal of form work for : lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR item No. 6.30.5)

Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts, Strutss (HSR item No. 6.29.3)

Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exeeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and MoRT&H specifications. (HSR item No. 27.51.3)

Painting two coats on New concrete surfaces Painting two coats after filling the surface with synthetic enamel paint on new plastered concrete surfaces (HSR item No. 34.49)

Filling cement bags with sand, sewing and laying in position within 30 metres in water including cost of strings by mechanical/ mannual means (HSR item No. 16.27)

Supply and carriage of stone from approved cuarry to site of work including all lead, lifts and other equipments complete.

Filling stone or spalls by mechanical/mannual means on level.HSR No 16.44.1

Backfilling behind abutment/ wing wall retaining wall .HSR No 27.16.2

Credit for RCC Hume Pipes

Credit for Brick work.

Credit for old Steel

Sign Board(N.S.)

Steel reinforcement for R.C.C work where not include in the complete rate of R.C.C, including straightening, cutting, bending, placing in position, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect (Note:- Reinforcement shall be measured in length including hooks, if any, seperately for different diameters as actually used in work, Thermo-Mechanically Treated bars of grade Fe-500D (HSR item No. 6.33.6+6.34.6)

Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pip, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and MoRT&H specifications (HSR item No.27.15)

vedprakashcontractor

Ashi Construction Co

DEVENDER SINGH

Radhey Shyam Contractor