Widening and strengthening in km 1 to 19 with paved shoulder on Roorkee - Laksar- Balawali Road, State Highway no 26 under CRF in district Haridwar in the State of Uttarakhand

Amount

Cleaning and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings of trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification Clause 201

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) as per Technical specification Clause 301

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits 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 specification Clause 305

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 upto 1000 metres.) as per Technical specification Clause 305.4.3

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401.(for grading- II Material)

Providing, laying, spreading compacting graded stone aggregates 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, lying in uniform layers with paver in sub-base / base course on will prepared surface and compacting with vibratory roller to achieve the desired density. As per MORT&H specification No. 406

Providing and applying primer coat with bitumen emulsion (Indemul-M) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with Bitumen VG-10 using Bituminous pressure distributor at the rate of 0.35 kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MORT&H Specification 503 (For BM)

Dense Graded Bituminous Macadam (Providing and laying densebituminous macadam with 100-120 TPH batch type HMPproducing an average output of 75 tonnes per hour using aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 as per MoRTH specification clause No. 507 complete in all respects.) for Grading I( 40 mm nominal size )

Dense Graded Bituminous Macadam (Providing and laying dense 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 @ 4.0 to 4.5% by weight of total mix 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 as per MoRTH specification clause No. 507 complete in all respects.)for Grading II( 19 mm nominal size )

Bituminous Concrete(Providing and laying 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 @ 5.4 to 5.6 % 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 as per MORTH specification clause No. 509 complete in all respects) for Grading-II (bituminous binder @ 5.4 % of mix)

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 III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) (CH 0.00 to 0.300) as per Technical specification Clause 601

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) (CH 0.00 to 0.700) as per Technical specification Clause 602

Supplying and installation of delineators (road way indicators, hazard markers, object markers) 80 -100 cm high above ground level , painted black and white in 15cm wide strips, fitted with 80x100 mm rectangular or 75mm dia circular reflectorised panels at the top, burried or pressed into the ground and confirming to IRC-79 and the drawings. As per MORT&H specification No. 805-806

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 grams per sqm. Area, thickness of 2.5mm 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 MORT&H specification No. 803

Retro- reflectorised Traffic signs(Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) as per Technical specification Clause 812

90 cm equilateral triangle

80 mm x 60 mm rectangular

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) as per Technical specification Clause 805

Road Studs / Cat Eye:ProvidingandfixingBi-directionalRoadStuds(CatEye)/ReflectivePavementMarker(RPM)withsinglebodytwinshankandplasticbodymouldedfromASA(AcrylicStyreneAcrylonitrite)orHIPS(Hi-pactPolystyrene)orABS(AcrylonitrileButadieneStyrene)oranyothersuitablematerialapprovedbyEngineerincharge(Markermustsupportaloadof13635kgtestedinaccordancewithASTMD4280andReflectivelensesconformingtoASTMD788orequivalent)bondedoranchoredwithintheroadsurfaceforlanemarkinganddelineationfornighttimevisibilityasperClause No. 1707 of MORD and 804 of MORTH specifications.

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 fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)

Kilometre Stone(Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

5th kilometre stone (precast)

Ordinary Kilometer stone (Precast)

Hectometer stone (Precast)

Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) as per Technical specification Clause 301

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) as per Technical specification Clause 600

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification 1400

Brick Masonry Work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification also including supply of all materials, labour, T&P etc required for proper completion of work. As per MORT&H specification No. 1300 in Km 15 , 15 & 18

Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) (1000.00 mm Dia) as per Technical specification Clause 2900

Plain/Reinforced cement concrete (M-25) in open foundation Sub Structure and Super Structure complete as per drawing and technical specifications (M-25) as per Technical specification Clause 1700

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1600

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications 1406

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per clause 401) for grading- II Material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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.) Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-A (13.2mm Agg.) as per Technical specification Clause 404

Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification IRC:SP-63-2018

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications over Toe Wall & over high Embankment as per clause 2504

JEET CONSTRUCTION

Rcc Developers Ltd

Sharma Construction

M/S HimalayanConstruction

KAWAL JEET SINGH CONTRACTOR

R.G BUILDWELL ENGINEERS LTD.

Woodhill Infrastructure Ltd

LISHA ENGINEERS PRIVATE LIMITED

KASANA BUILDERS PRIVATE LIMITED

Rajeev Kumar Contractor Pvt Ltd