Construction of ROB on Rewari - Bhatinda Railway Line and Hisar-Satrod Road Hisar i.e. Construction of ROB on LC -88 at km 135/4-5 on Southern Periphery road along Balsamand Distributory Hisar

Amount

Bored cast-in situ M-35 grade R.C.C pile (1200 mm dia) using Hydraulic Rig excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m as per clause 1100, & 1700 in MoRT&H specification (HSR 15.30)

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 (HSR 15.1.2.1) Mechanical Means (i) Depth upto 3m

Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 150mm thick below the pile capMORT&H clause 1100 & 1700 (HSR 15.44)

Cement concrete for reinforced concrete (M-35) in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification.(HSR 15.43.4.2)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600. (HSR 15.45)

RCC Grade M35 Plain/Reinforced cement concrete in sub structure complete as per drawing and MoRT&H Specifications 1500,1700 and 2200. With Batching Plant, Transit Mixer and Conerete Pump (HSR 27.12.1.2) Height upto 5 met.

RCC Grade M35 Plain/Reinforced cement concrete in sub structure complete as per drawing and MoRT&H Specifications 1500,1700 and 2200. With Batching Plant, Transit Mixer and Conerete Pump (HSR 27.12.2.2) Height 5 to 10 met.

Grade M40 for bearing Pedestals Furnishing and Placing Reinforced Prestressed cement concrete in super-structure as per drawing and MoRT&Hm clause 1500, 1600 and 1700 of MORT&H Specification). Using Batching Plant, Transit Mixer and Concrete Pump (HSR 27.34.1.1)

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) elastomeric bearing

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications clause 1600 & 2200. (HSR 27.13)

RCC/PSC Grade M35 Furnishing and Placing Reinforced Prestressed cement concrete in super-structure as per drawing and MoRT&Hm clause 1500, 1600 and 1700 of MORT&H Specification). Using Batching Plant, Transit Mixer and Concrete Pump (HSR 27.32.2.3) For T-beam & slab. For T-beam & slab including launching, tranporting & placing in position of precast RCC girders by launching truss/girders upto 40 m span.

RCC/PSC Grade M35 Furnishing and Placing Reinforced Prestressed cement concrete in super-structure as per drawing and MoRT&Hm clause 1500, 1600 and 1700 of MORT&H Specification). Using Batching Plant, Transit Mixer and Concrete Pump (HSR 27.32.1.2) For solid slab super-etructure,

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MoRT&H specifications (HSR 27.38)

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-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25mm 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-33022/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified i) Excavation and backfilling are incidental to work and not to be measured separately (HSR 34.31)

Providing and fixing hand rail 50mm dia over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts. MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as per the directions of the Engineer-in-charge. (N.S)

Providing and laying of a strip seal expansion joint catering to maximum horizontal 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 clause 2606 of MoRT&H specification (5th Revision,2013) (HSR 27.55)

Tack Coat Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.2)

Stone Matrix Asphalt (SMA) 50mm thick Providing and laying 50mm thick stone matrix asphalt (SMA) using stabilising additives @ 0.30% by weight in the mix, hydrated lime @ 100% using stone aggregate 20mm, 10mm and Drum type batch mixing plant as per standard job mix formula including additional aggregates of size 1 to 3 mm applied over the hot surface @ 1 to 2 kg per sqm immediately afer compaction to achieve density of 2.3 gm per cc and Bitumen grade CRMB - 55 @ 5.8% by weight complete as per HSR specification Grading-1(19mm Nominal Size). (ISR17.38

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 Bridges) (HSR 27.44.1)

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 as per clause 803 of MoRT&H specification (HSR 34.26)

PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H 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)

Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (HSR 27.49)

Granular Sub-Base with Close Graded Material· (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications Grading II material (HSR 17.14.2)

PCC Grade M15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. (HSR 15.8.1)

RCC Grade M35 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. (HSR 15.8.8.2) Using Batching Plant, Transit Mixer and Concrete Pump

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. 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)

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)

Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications (HSR 17.4)

Scarifying Existing Granular road surface to a depth of 150 mm and disposal of scarified material within all lifts and leads upto 1000 metres (MoRT&H No. 3.14) (HSR 17.3)

Construction of Embankment, Sub-grade and earthern shulder with Material obtained from Borrow pits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications(HSR 17.6). Note:- Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate. 2. If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC-SP-89-2010 as approved by SE-in-charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land.

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications (HSR 17.24)

Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 75mm + 50 mm (in Two Layer) dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total 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 No. 505 of MORT&H specifications (HSR 17.30.2)

Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 502 of MORT&H specifications (HSR 17.25)

Bituminous Concrete 50 mm to 65 mm thickness (grading I) with 100-120 TPH batch type HMP Providing and laying 50 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 @ 5.2% 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 in all respects as per technical clause 507 of MORT&H specifications as per MORTH specification (HSR 17.31.1)

Cast in Sib.I Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (HSR 34.1.2) Using Concrete Batching and Mixing Plant

RCC Grade M25 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. (HSR 15.8.5.2) With Batching Plant, Transit Mixer and Concrete

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 (HSR 15.6.1) Cement Mortar 1 :3 (1 cement : 3 sand)

Drilling of 250mm dia of bore through bokky type instrument complete in all respect including charges for shifting of infastructure as per IS Code 12818:1992 (HSR 20.90

Providing and lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-Charge (HSR 20.91)

Providing and lowering 225 mm outer dia UPVC filter jali (10 kg/CM2) duly ISI marked IS Code 12818: 1992 complete in all respect as per directions of Engineer-in-Charge. (HSR 20.92)

Prvoviding and fixing 250 mm MS clamp as for suitable pipe with nut & bolt complete in all respect as per directions of Engineer-in-Charge. (HSR 20.93)

A. Providing and fixing UPVC cap for 225mm outer dia UPVC (10 Kg/CM2) duly ISI marked IS Code 12818: 1992 complete in all respect as per directions of Engineer-in-Charge. (HSR 20.94)

B. Development of tube well with pump of suitable rating to that full satisfation and as directed by the Engineer-in-charge INSTALLATION OF SHALLOW/MIDIUM/DEEP TUBEWELLS AS PER IS 2800: 1991 (HSR 20.95)

Providing and placing in horizontal layers filtring media screened, washed and cleaned as described below (As per HSR 20.52) (i) Top Layer: Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source (HSR 20.52.1)

(ii) Second layer: Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.2)

(iii) Third layer : Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.3)

(iv) Fourth layer: Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry)(HSR 20.52.4)

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. (As per HSR 21.93.1) Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening

Providing, fitting and fixing mild steel railing complete as per drawing and MoRT&H Specification (2703.2 & 1900) (HSR 27.43)

Providing and laying 50mm thick factory made cement concrete inter1ocking paver block of M -30 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.75)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.(HSR 13.29.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Structural steel work of Fe 410WA in compound girders or stanchions built up from plates or joists or channels section welded including cutting and fixing all gusset plates,bolts,nuts,welding rods etc complete with flange plates , heads, sole plates, angle connection etc, complete with trail assembly, hoisting and erecting in position. i/c grit plasting, primer & two coats of readymix paint as per specification (N.S) (B) For plates and trussed garders etc. for bridge of span more than 15 metres but upto 30 mts. Span including cost of all machinery i.e hydra crane etc

Providing and Laying 60 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 35 over the bed of 25 mm thick fine sand complete in all respect. (HSR 17.69.3)

Sand filling in Footpath complete as per drawing and technical specification as per clause 304 of MoRT&H specification (NS)

Recovery Item The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing biuminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrived. The dismantld matrial can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under:- 1. Sacrifying the existing bituminous surface @ Rs.1500/- per cum

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