Re-construction of V.R. / D.R. Bridges at RD 17042, 44663, 48388, 65190, 69958, 86537, 89032, 95129, 100498, 115360, 121015, 126741, 129988, 247835, 251190, 255350, 266852, 270742, 274424, 296370, 305268, 311680, 316394, 322667, 335240 and 339680

Amount

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead HSR 5.25

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) HSR 5.23.2

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead In cement mortar HSR 5.7.4

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches (exceeding 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 20 m and lift up to 1.5 m will all leads & lift all kind of soil HSR 4.14.1

All works up to Plinth Level M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) HSR 6.22.2.2

M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) HSR 6.22.2.3

Providing and laying in position machine batched and machine mixed design mix M-25 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 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 Engineer-in-charge. All works above plinth level up to floor IV level HSR 6.25.2

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete HSR 6.30.1

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. HSR 6.30.2

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies HSR 6.30.3 (for main slab)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts HSR 6.30.6

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300 Cement Mortar 1:3 HSR 15.6.1

Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300 Cement Mortar1:4 (1cement :4 sand) HSR 15.6.3

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, 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 below plinth level Cold twisted bars HSR 6.33.6 & 6.34.6 (confirming TMT) Thermo-Mechanically Treated bars of grade Fe-500D or more

Earthwork for filling in Bund Local sand filling behind abutment & wing walls HSR Item No. 4.33

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 up to 1.5 m. HSR 4.32

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications HSR 27.51.3

Providing & fixing rain water PVC of 3" dia pipe HSR 9.57.1

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter HSR 9.57.2

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete On concrete work HSR 11.73.2

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR 11.78

Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete. HSR 35.6

Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1700 Pile Diameter = 500 mm Note: -The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. HSR 15.34

Supply & Fixing Sign Board (N.S. Item)

Water Bound Macadam Grading screenings for low volume (undesignated) (without roads Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications Approach road HSR 17.22.1

Open - Graded Premix Surfacing 20 mm thicknessProviding, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. Approach road HSR 17.33

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, 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 27.15

Credit of Brick bats (As per Unique Code B0146)

Credit of old and used steel of slab (L.S)

M/s Shree Balaji Construction Company - JV