UPGRADATION OF LINR ROAD SANOUR TO PATIALA JALALPUR ROAD VIA NOORKHERIAN LENGTH 5.81 KM Package No. PB15316 BLOCK SANOUR DISTT. PATIALA

Amount

Clearing and Grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and 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.

Dismantelling of flexible pavements and disposal of dismanteled materials upto a lead of 100m, stacking serviceable and unserviceable materials seprately as per Technical specification Clause 202(Bituminous Courses)

Dismantelling of flexible pavements and disposal of dismanteled materials upto a lead of 100m, stacking serviceable and unserviceable materials seprately as per Technical specification Clause 202(Granular Courses (Raising Portion))

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Loosening leveling &Compecting original ground suppotring embenkment Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Granular Sub Base (Grading-I)Construction of granular sub-base ( Grade - I ) by providing close 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

Granular Sub Base- Construction of granular sub base by Laying and consolidation of scarified/ dismantled pavement material by adding 20% coarse sand per specification,carrying the stone metal from stacks,spreaded in uniform layer on prepared surface,mixing in place with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired density,complete as per Mord specification clause 401.

Water Bound Macadam (Grading -I)Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.

Water Bound Macadam (Grading -II)Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Providing and laying brick on end edge complete as per Pb PWD specification

Laying Brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Primer Coat-Providing and applying primer coat with bitumen emulsion (Slow Setting-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm using mechanical means as per Mord Specification Clause 502

Tack Coat-Providing and applying tack coat with Bitumen (VG-10) using tar boiler/ Pressure distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with Primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.

Bituminous Macadam-Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-10@ 3.4% , transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

20mm Thick Open Graded Premix carpet-Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per MoRD Specification Clause 508.

Seal Coat-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510

C.C. Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

CD Works

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(B Reinforced Cement Concrete )

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(B Cement mortar)

Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1 1 04 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and Bottom and back filling with approved material.

Providing Plain Cement Concrete M 10 (1:3:6 nominal) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, &1203

Providing bedding for pipe type B first class bedding as per MORD specifications 1100&800

Providing and laying Reinforced cement concrete pipe NP 3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(600 mm dia)

Brick Masonary work in cement mortar in 1:4 foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Plain/reinforced cement concrete M-20 grade (Nominal mix 1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing and laying reinforced cement concrete M-20 grade (Nominal mix 1:2:4)in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Providing concrete for Plain/reinforced concrete 1:2:4 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing P.C.C. M 20 Architectural coping on the top of wing wall, return wall etc. as per MORD specifications 600

Plastring with cement Morter (1:4),15 mm thick on brick work in sub stucture as per technical specification Clause 613.3 &1204

Deep stuck Pointing with Cement Mortar (1:3) on brickwork in substructure as per technical specfication Clause 613.3 &1204

White washing of parapet walls of CD work as per MORD specifications 1900

Supplying of fine sand and Backfilling as filter media along HMP , behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

Providing and laying Reinforced cement concrete (M-25) in Foundation as per drawing and technical specifications Clauses 800, 1200. (for slab cover)

Providing and laying Reinforced cement concrete M 25 grade (Nominal mix 1:1½:3) in superstructure as per MORD specifications 800

Supplying, fitting and placing TMT bar (Fe 500) reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Supplying, fitting and placing TMT bar (Fe 500) reinforcement in superstructure as per MORD specifications 1000

Providing and filling joint sealing compound with coarse sand and 6 per cent bitumen by weight as per MORD specifications 1200

ROAD FURNITURE & ROAD SAFETY MEASURE

Reinforced cement concrete M15 grade 200 mtr stone (Precast) stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Reinforced cement concrete M15 grade kilometre stone (Precast) stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704

Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and fixing of typical PMGSY Citizen Informatory sign board with Logo as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical PMGSY Title informatory sign board with Logo as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges. The lower plate 4mm will be fixed with MS flat of 50mm x 5mm. The flat iron frame of plate fixed to 2 nos. 75mm x 75 mm of 4mm sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The top diamond plate will be fixed to lower plate by 47mm x 47mm of 12 SWG steel tube. All M.S. will be stove enameled on both sides. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical PMGSY Logo sign board (Double Sided) as per MORD specifications and drawing.Retro-reflective tape fixed on 3 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed on MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame welded to 1 no. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The top diamond plates will be welded to SWG steel plate tube. All M.S. will be stove enameled on both sides. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. MS square tubes post 75mm x 4.9 mm duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of Retro-reflectorised cautionary, Mandatory and Informatory signs as per IRC : 67 made of Retro-reflective tape fixed on 3 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 801

900 mm equilateral triangular

900x600mm rectangular

600x450 mm rectangular

900x300mm rectangular

900 mm Octagonal

600 mm Circular

1200x600mm rectangular

Supply and fixing of 250 mm dia NP Type-II pipe Boundary Piller Complete as per drawing & technical specification clause 1704

Road marking with hot applied thermoplastic compound 2.5mm thick (5Kg per sqm) including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 -2015 complete as per technical clause 803 of MORT&H specifications

Routine Maintenance after completion of construction work (Lump sum amount for each year per km) AMC for 1st Year (fixed Rate =31320, bidder(s)/vendor(s) need not to quote for this)

AMC for 2nd Year (fixed Rate = 42594, bidder(s)/vendor(s) need not to quote for this)

AMC for 3rd Year (fixed Rate = 66703 bidder(s)/vendor(s) need not to quote for this)

AMC for 4th Year (fixed Rate = 93116, bidder(s)/vendor(s) need not to quote for this)

AMC for 5th Year (fixed Rate = 122004, bidder(s)/vendor(s) need not to quote for this)

J K ASSOCIATES