Extension of Nuh Disty. from RD.118000 to 131750

Amount

Demolishing RCC work manually/by mechanical means cum including stckig of steel bars and disposal of unseviceable material within 50 m lead as per direction of Engineer in charge. HSR item No. 5.25 @ 1749.

Earth work in excavation by mechanical means (Hydrauli cexcavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kind of soil HSR 4.14.1

Earthwork in excavation by mechanical means (Hudraulic excavator)/ manual means over areas( exceeding 30m depth , 1.5m width as well as 10 Sqm on Plan) including getting out and disposal of excavated earth lead upto 50m and lift up to 1.5m as directed by Engineer In Charge + Loading, unloading and Carriage of earth HSR Item No. 4.12.1+ 3.1.2

Banking Excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, rolling every 3rd and top-most layer with powe roller bpf minimum 8 tonnes and dressing up in embankments for roads, flood tanks, marginal tanks, and guide banks etc, lead up to 50m and lift up to 1.5 m.

Earthwork for lip cutting for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ manual means 0 To 1.5 m depth HSR Item No. 14.24.1

Filling available excavated earth excluding rock in trenches ,plinth sides of foundations etc in layers not exceding 20 cm in depth, comsolidating each deposited layer by raining and watering , lead upto 50m and lift upto 1.5m.HSR item no. 4.32

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

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)

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)

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, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer -in- charge. 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)

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, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer -in- charge. (Note: Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) (HSR 6.22.2.1)

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, 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 the Engineer -in- charge. (Note : Cement content considered in this item is @330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) All works upto Plinth level (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, 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 the Engineer -in- charge. (Note : Cement content considered in this item is @330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) All works above plinth level up to floor IV level (HSR item No. 6.25.2)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 Cement : 4 coarse sand) (HSR item No. 7.21.1)

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 up to iv level in all shapes and size cement mortar 1:4 (1 Cement : 4 coarse sand)(HSR 7.22.1)

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)

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, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of bindings & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). 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)

Brick work with common (HSR No. 7.21.1)

Credit of Steel

Credit of Brick work

Radhey Shyam Contractor