REMODELLING OF STEEL BRIDGE AT RD 5012 BARWALA BRANCH

Amount

Earthwork excavation in ordinary soil exclusive of compensation of earth work undressed with a combined lead up to 30 mtrs.including breaking of clods, undressed earth work with all other allowances complete in all respect as per approved drawing/design and PWD specifications and as per direction of Engineer in-charge as per HSR Reference No. 6.2-(b & c) (i)

Earthwork excavation in ordinary soil exclusive of compensation of earth work undressed with a combined lead up to 495 mtrs.including breaking of clods, undressed earth work with all other allowances complete in all respect as per approved drawing/design and PWD specifications and as per direction of Engineer in-charge & dressing of earthwork in new work or remodelling work as per HSR Reference No. 6.2 (b)(i)(ii)(iii) 6.3 (i) @

Rehandling of earth work with average lead 15 meter

Dismantling of Brick work, tile masonry or tile lining and tile terracing in cement as per HSR Reference No. 8.5 (b)

Dismantling of Reinforced Cement concrete with cleaning, Straightening & cutting of bars if required for existing RCC Slab as per HSR Reference No. 8.6 e

Shuttering for faces of concrete foundation and foundation beams (Vertical or battering) as per HSR Reference No. 9.13

Centring & Shuttering for faces of walls, partitions, retaining walls, well steining and like (vertical or battering) including attached pilasters, buttresses etc. as per HSR Reference No. 9.5

Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in Foundation & Plinth as per HSR Reference No. 10.39

Providing & laying in position machine batched & machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work using cement content as per approved degign mix including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS 9103 to accelrate or retard setting of concrete improve workability without impairing strength & durability as per the direction of Engineer in Charge in Foundation & Plinth (Note: Cement Content considered in this item is @ 240 Kg/Cum) as per HSR Reference No. 10.64 and A&C Slip No. 32 dated 11/11/2019

Providing & laying in position machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work using cement content as per approved degign mix including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS 9103 to accelrate or retard setting of concrete improve workability without impairing strength & durability as per the direction of Engineer in Charge in Foundation & Plinth (Note: Cement Content considered in this item is @ 330 Kg/Cum) as per HSR Reference No. 10.66 and A&C Slip No. 30 dated 25.10.2019

Providing & laying in position machine batched & machine mixed design mix M-35 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 centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS 9103 to accelrate or retard setting of concrete improve workability without impairing strength & durability as per the direction of Engineer in Charge in Foundation & Plinth (Note: Cement Content considered in this item is @ 350 Kg/Cum) as per HSR Reference No. 10.68 and A&C Slip No. 30 dated 25.10.2019

Providing & laying in position machine batched & machine mixed design mix M-35 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 centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS 9103 to accelrate or retard setting of concrete improve workability without impairing strength & durability as per the direction of Engineer in Charge in first storey upto 4 m above plinth level (Note: Cement Content considered in this item is @ 350 Kg/Cum) as per HSR Reference No. 10.75 and A&C Slip No. 30 Dated 25/10/2019

Providing & laying in position machine batched & machine mixed design mix M-40 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 centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS 9103 to accelrate or retard setting of concrete improve workability without impairing strength & durability as per the direction of Engineer in Charge in first storey upto 4 m above plinth level (Note: Cement Content considered in this item is @ 360 Kg/Cum) as per HSR Reference No. 10.76 and A&C Slip No. 30 Dated 25/10/2019

First class brick laid in cement sand mortar 1:4 in foundation and plinth as per HSR Reference No. 11.4

First Class Brick Masonry in cement sand mortar 1:3 in foundation & plinth as per HSR Reference No. 11.5

Dry brick on edge paving sand grouted over 50 mm thick earth and mud plaster in all respect as per HSR Reference No. 14.2

12 mm thick cement plaster in 1:4 on brick walls as per HSR Reference No. 15.5

Cement pointing 1:3 deep variety on brick wall as per HSR Reference No. 15.61

Preparation of plastered or Concrete surfaces for painting , including sand papering applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing surface to the required finish, complete in all respect as per HSR Reference No. 16.24

Painting 2 coats with ready mixed exterior paint in all shades on newly plastered or concrete surface of wall as per HSR Reference No. 16.26

Painting new letters & figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade in Hindi (matras,commas and the like not to be measured or paid for, half letters shall be treated as half 7.50 CM in height as per HSR Reference No. 16.66(a)

Painting new letters & figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade in English and Roman (Hyphons and like not to be measured and paid for) with 7.50 CM in height as per HSR Reference No. 16.66(b)(i)

Painting new letters & figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade borders & arrows upto 6 cm in width as per HSR Reference No. 16.66 (c )

Steel reinforcement TMT bars Fe 500 EQR/ Fe 500D grade or more for RCC works, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chair, stays, hangers and annealed steel wires, etc. and placing in position complete in all respects for all heights/ depths / storeys/ basements, etc. as per HSR Reference No. 18.22 and A&C Slip No. 24 dated 04/09/2018

Bored Cast-in-Situ M35 grade RCC pile excluding Reinforcement complete as per Drawing and Technical Specification and removal of Excavated earth with all lift and lead for 1.2 m dia. Pile as per HSR Reference No. 21.04 b and A&C Slip No. 14 Dated 18/12/2014

Mobilisation of Equipment for boring piles, piles boring rig assembly to site as per HSR Reference No. 21.3 (i)

Testing of piles in compression as per ISI specifications upto 1.5 times extra vertical load (cyclic) beyond 760 mm dia. as per HSR Reference No. 21.3 (v) (b)

Filling Cement Bags with sand, sewing and laying in position within 30 m in water including cost of strings as per HSR Reference No. 23.27

Providing and placing in horizontal layers filtering media screened, washed and cleaned having broken stone, screened, washed & graded from 50 mm to 75 mm (from Ghaggar or approved eqvivalent quarry) as per HSR Reference No. 28.50 e

Providing and laying of strip seal expansion joint catering to maximum horizontal metre movement upto 70mm( complete as per approved drawings and standard specifications )to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per HSR Reference No. 34.13

Providing weep holes in Reinforced concrete Nos. abutment, wing wall with 100 mm dia AC pipe, extending through the full width of structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications, N.S.

Supplying, fitting and fixing in position true to line and level, POT cum POT-PTFE bearing confirming to IRC: 83 (Part IV) 2014 and MORTH Specifications (Fifth Revision) complete including all accessories as per drawing and technical specifications - Free Spherical Bearing

Supplying, fitting and fixing in position true to line and level, POT cum POT-PTFE bearing confirming to IRC: 83 (Part IV) 2014 and MORTH Specifications (Fifth Revision) complete including all accessories as per drawing and technical specifications - Fixed Spherical Bearings

Supplying, fitting and fixing in position true to line and level, POT cum POT-PTFE bearing confirming to IRC: 83 (Part IV) 2014 and MORTH Specifications (Fifth Revision) complete including all accessories as per drawing and technical specifications - Longitudinally & Transverse Spherical Guided Bearings

Super-Structure - High Tensile Steel / Mild Steel including Fabrication-Structural steel works HTS of Fe 410 girders or stanchionic built up of plates or joists or channels or angle section welded included cutting & fixing all gussets plates, bolts, nuts, welding rods etc. complete with sand blasting, one coat primer, two coat painting, trail assemble, hoisting and erection in position High Tensile Steel (HTS) for Fe-410 conforming to IS 2602, as per HSR Reference No. 18.7

Super-Structure - High Tensile Steel / Mild Steel including Fabrication-Structural steel works HTS of Fe 410 girders or stanchionic built up of plates or joists or channels or angle section welded included cutting & fixing all gussets plates, bolts, nuts, welding rods etc. complete with sand blasting, one coat primer, two coat painting, trail assemble, hoisting and erection in position Mild Steel (MS) , as per HSR Reference No. 18.7

2 ISA 75*75*8 mm at spacing of 1 m along the length of stringers, as per HSR Reference No. 18.7

Epoxy based painting applied with Average DFT of 225 Micron (DFT= 300 Micron along external surface & 150 Micron along internal surface) including grit blasting surface preparation as per MORTH Specifications @ Rs. 2000/Ton

HSFG Bolts (24 mm Dia.) confirming to IS 3757 Grade 10.95, (Nuts confirming to IS 6623 Grade 10.95), (Washers Confirming to IS 6649) (Market rate NS), NS

Providing & Laying of Mild Steel Sheet-6 mm with hollow steel welded section for centring & shuttering below deck slab after proper cutting/trimming as per the direction of site incharge , NS

Applying Priming coat with metal primer on new steel or iron work including preparation of surface, as per HSR Reference No. 16.9

Painting 2 coats exluding priming coat with ready mix paint for metallic surfaces in all shades on new steel or iron work, as per HSR Reference No. 16.17

Drainage spouts complete as per drawing and technical specifications (As per Clause 9.8 from IRC SP 42:2014, the spacing between Drainage Spouts should be 3 Metres on both edges), NS

Providing and laying, 300mm thick in two layers (150mm each) open graded granular Sub Base consisting of 150mm thick (upper layer) filter / separation layer and balance thickness 150mm thick (Bottom layer) drainage layer mixing in a mechanical mix plant at OMC, carriage of mixed material to the site of work, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve course desired density complete Note :- Only crushed stone material should be used no local sand / tibba sand shall be used, NS

Providing,laying,spreading and compacting 250 mm thick Wet Mix Macadam (WMM) course in layers as per Specifications including premixing with water to OMC in mechanical mix plant carriage to mixed material to site, laying in uniform layers with paver in sub base / base coarse on well prepared surface and compacting with power/vibratory roller to achieve the desired density for all leads and lifts complete in all respect. Note :- Only crushed stone material should be used no local sand / tibba sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI), NS

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes, NS

3-M Cat eyes twin moulded shank/Reflector with Epoxy Adhesive on approach road, NS

Epoxy Adhesive for installation of Cat eyes, NS

Credit for Dismantling of Old Brick Masonry @ 540.80 /Cum

Credit for Old Steel Bars @ 3000/-Qtl.

TEJWANT RAI GOVT CONTRACTOR