Remodeling of Dabalu Minor from RD.0-33500 and its extension from tail to Nuh Drain in an appropriate length of 2 km through an underground pipe line

Amount

Demolishing RCC work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge ( HSR item No. 5.25)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50m lead as per direction of Engineer-in-charge. Nominal Concrete 1:2:4 or leaner mix ( HSR item No. 5.25)

Demolishing brick masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead as per direction of Engineer-in-charge. In cement mortar ( HSR item No. 5.7.4)

Earth work in excavation by mechanical means (Hydraulic excavator) / 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 All kind of Soil ( HSR item No. 4.14.1)

(Rehandling) Excavating, supplying and filling of local earth (including royalty) cum by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.( HSR item No. 4.33)

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 with Lead of 1km ( HSR item No. 4.12.1+3.1.2)

Earth work in excavation by mechanical means (Hydraulic excavator) / 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 All kind of Soil ( HSR item No. 4.12.1)

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 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 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, 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 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)

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 : 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)

12 mm cement plaster of mix : on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand)(HSR item No. 11.5.2)

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)

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)

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. ( HSR item No. 5.45)

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, including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 1200mm ( HSR item No. 21.95.10)

Cleaning jungle including of rank vegetation grass , bush wood ,trees of grith upto 30cm measured at a height above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.(HSR item No.4.1)

Compaction :-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, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, inembankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m.(HSR item No.4.9.1)

Laying R.C.C. pipes for outlets and culverts including joining ends and fixing collar with cement mortar 1 :2 - up to 150 mm inside diameter.(HSR item No.14.66.1)

Head Regulator of Dabalu Minor change the gate and gearing.

Boundary pillar-Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.(HSR item No. 34.28)

RD Stone-Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting andprinting etc complete as per technical clause 804 of MORTH Specifications.Ordinary kilometre stone (precast).(HSR item No. 34.27.2)

Credit for steel of Old Slab @ Rs. 1800 / Qtl

Credit of old Brick work

virender singh

BAL KRISHAN

vedprakashcontractor