Re-Placement of V.R. Bridge at RD 44000 of Gaunchi Main Drain.

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

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

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable materials and disposal of unserviceable materials witin 50 meters lead as per direction of Engineer-in-charge in cement mortar

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

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

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.

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.

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 includingdressing and trimming andcutting of concrete beds and side of trenches,ifrequiredjointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 1200mm

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

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

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)

Brick masonry work in 1:3 in sub-structure including scaffolding complete excluding pointing and plastering, as per drawing and MoRT&H Specifications 1300 and 2200

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)

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

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) @ Rs. 5041.00 / Cum

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for : lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts, Strutss

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) Flush/Ruled/Struck or weathered pointing

Providing and laying a buried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weld able structural steel plate as per IS: 062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specifies in clause 2604 of MoRTH Specification 1st Revision 2003

Back filling behind abutment, wing wall and return wall with Sandy material complete as per drawing and MoRT&H Specification 710.1.1 of IRC:78 & 2200

Painting two coats on New concrete surfaces Painting two coats after filling the surface with synthetic enamel paint on new plastered concrete surfaces

Filling cement bags with sand, sewing and laying in position within 30 metres in water including cost of strings by mechanical/ mannual means

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

Sign Board

Credit for RCC Hume Pipes @ 70% of total cost of

Credit for steel of Old Slab

Credit of old stone

Credit of old brick bats

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H Specification clause 2705 with 6 meter long GI 100 dia drainage GI light grade pipe (for bridges)

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

Filling stone or spalls in crates, and hand packing by mechanical/manual mean.

ATUL BARAK