Reconstruction of Single span steel girder bridge at K.M. 26.435 of SYL Canal in Kurukshetra District Haryana.

Amount

Pile diameter-1000 mm Bored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m MORT&H clause 1100 & 1700 (HSR 15.30)

Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) MORT&H clause 1100. (HSR 15.42 a ) Initial load test

Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) MORT&H clause 1100. (HSR 15.42 a ) Routine load test

Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) MORT&H clause 1100. (HSR 15.42 b) Lateral load test

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 1.5 m, as directed by Engineer-in-charge All kinds of soil (HSR 4.12.1 )

Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap MORT&H clause 1100 & 1700. (HSR 15.44)

Cement Concrete for Reinforced Concrete in Pile Cap (RCC Grade M35) complete as per Drawing and Technical & Specification MORT&H clause 1100, 1500 & 1700. Using Batching Plant, Transit Mixer and Concrete Pump (HSR 15.43.4.2 )

Supplying, Fitting and Placing TMT bars FE-500 EQR / FE-500 D grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600 (HSR 15.45)

PlainlReinforced cement concrete (RCC Grade M35) in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200. Height up to 5m With Batching Plant, Transit Mixer and Conerete Pump (HSR 27 .12.1.2)

Furnishing and Placing Reinforced/Prestressed cement concrete (PSC Grade M-40) in super- structure as per drawing and MoRT&H clause 1500, 1600 and 1700 of MORT&H Specification Using Batching Plant, Transit Mixer and Concrete Pump For formwork and staging add the following: For solid/voided slab super-etructure, 18-28 per cent of labour, material and machinery cost Height 5m to 10m (HSR 27.34.1.2)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and MoRT&H Specifications. (HSR 27.21)

Supplying, fitting and fixing in position true to line and level POT -PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved MoRT&H Specifications. (HSR 27.23)

Supplying, Fitting and Placing TMT bars FE-500 EQR / FE-500 D grade bar Reinforcement in Sub structure complete as per Drawing and Technical Specifications MORT&H clause 1600 & 2200. (HSR 27.13)

Providing and laying of Filter media with granular of materials/stone crushed aggregates satisfying and the requirements laid down in clause of MoRT H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRT&H Specification. (HSR 27.17)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications . (HSR 27.15)

Back tilling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification. Granular material (HSR 27.16.1 )

Structural steel work in angel, tees and flats welded including cuttting fixing all gusset plates, bolts, nuts, welding road etc, with hosting and erecting in postion For roof trusses, well kerbs, plates and trussed girder, etc of any span for building and bridges. (HSR 13.27)

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied@ 0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/1 O sqm of approved brand and manufacture (HSR 11.97.3)

Furnishing and Placing Reinforced/Prestressed cement concrete (RCC Grade M35) in super- structure as per drawing and MoRT&H clause 1500, 1600 and 1700 of MORT&H Specification Using Batching Plant, Transit Mixer and Concrete Pump For formwork and staging add the following: For solid/voided slab super-etructure, 18-28 per cent of labour, material and machinery cost Height 5m to 10m (HSR 27 .12.2.2 )

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. (HSR 34.31)

Supplying, Fitting and Placing un-coated TMT bars FE-500 EQR / FE-500 D grade bar Reinforcement in Super Structure complete as per Drawing and Technical Specifications MORT&H clause 1600. (HSR 27.38 )

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, 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 clause 2606 of MoRTH Specification (5th Revision, 2013). (HSR 27.55)

Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. (HSR 17.26.1 )

Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG -30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications (HSR 17.31.2)

Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 1DDC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) Note:- 1.The rates for 50 mm & 40 mm thick layers may be worked out on pro-rata basis. 2.Where tack coat is required to be provided before laying mastic asphalt, the same isrequired to be measured and paid separately. 3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design. 4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design is required to be done for each case. (HSR 17 .37)

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For fixing in position) (HSR 27.44.2 )

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. Note:- 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2.Cost of painter is already included in hire charges of road marking machine (HSR 34.26)

PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H specification clause 2700 (HSR 27.45)

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500, 1600, 1700 & 2704 (HSR 27.46)

Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (HSR 34.49)

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 1.5 m, as directed by Engineer-in-charge All kinds of soil (HSR 4.12.1 )

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications. (HSR 15.8.1)

Cement Concrete Blocks Providing and laying of apron with cement concrete blocks of size 0.5:x0.5:x0.5 m cast insitu and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000. (HSR 35.8)

Metal Beam Crash Barrier Type • A, 'W' : Metal Beam Crash Barrier Providing and erecting a 'W' metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be f1Xed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (HSR 34.32.1 )

Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.77)

Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge: (HSR 5.1.2)

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 (HSR 5.7.4) (ii) Dismantling Brick/Tile work (upto bed level)

Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. (HSR 5.21) Cement concrete grade M-15 & 20

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1: 1.5:3 or richer mix (i/c equivalent cum design mix) (HSR 5.23.1)

Old Useful bricks / brick bats

Old Steel in the shape of scrap

Krishna Construction Co