Upgradation of TR-08 Malout To Blouch Kera KM 0.00 to 17.00, Block Malout, District Sri Muktsar Sahib PMGSY-III (Bacth-III) Package No. 13083

Amount

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 5.00 kms as per Technical Specification clause 301.5

Preparation of Foundation for embankment

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

Granular Sub Base (GSB)

Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 (Relaying of retrived material to be recieved from dismentling)

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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Primer Coat

Providing and applying primer coat with bitumen emulsion (SS-1) Bulk on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502

Tack Coat (with VG-10 bitumen @ 0.275 kg/ sqm)

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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503

Dense Bituminous Macadam (DBM) ( with VG-30 bitumen)

Providing and laying Dense bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-30, transported to site 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.

Bitumenous Concrete (BC)

Providing and laying Bituminous Concrete with 100-120 TPH Batch Type HMP producing average output of 75 Tonne of per House using crushed Aggregate of specified grading, premixed with bituminous binder @ 5.50 % 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 507 of MORT&H specifications

Structure Work (Hume Pipe Culverts, Slab Type Culverts, Widening of Bridge, Repair of Culvert, Side Drains, Retaining Walls etc.)

Earth work in Excavation

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification clause 300

Providing concrete for P.C.C grade M 10 Nominal mix 1:3:6 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for P.C.C grade M 15 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for P.C.C grade M 20 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for RCC M-20 Grade Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing concrete for RCC M-25 Grade Plain/reinforced cement concrete in open foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing concrete for R.C.C grade M 30 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for RCC M-30 Grade Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Brick Masonry work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Brick Masonry work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203

Brick masonry work in cement mortar 1:3 in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Supplying, fitting and placing TMT bar reinforcement (Fe500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) complete as per drawing & technical specifications clauses 800 & 1100

Providing and laying reinforced cement concrete pipe NP3 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 (600mm dia)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Plastering 15mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.

Pointing with cement mortar 1:3 (Deep variety) on brick work as per drawing and Technical specification clause 613.3 and 1204

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge, road, approaches to bridge structures and medians constructed with M-40 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-with concrete mixture. CSR 22.12 (A) 3393.60 - GST 12%

Provision for road signage boards as per NRIDA Guidelines (First Revision-2019) and IRC:67 & other road furniture

Retro-reflectorised Traffic Signs 900x900x900mm triangular

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Retro-reflectorised Traffic Signs 600x600x600mm triangular/octagonal/ circular Boards

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curves

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Direction and Place Identification signs with size 900x600mm

Providing and erecting direction and place identification retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on 2no. 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Direction and Place Identification signs with size 600x450mm

Providing and erecting direction and place identification retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on 2no. 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Direction and Place Identification signs with size 1200x900mm

Providing and erecting direction and place identification retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on 2no. 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Providing and fixing Maintenance Informatory with logo board

Providing & fixing of typical Maintenanace informatory sign board with logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. MS Plates 1.6 mm thick duly welded with ms angle iron frame of 25mmx 25mm x 3mm. size on back edge. The plates welded with MS flat of 50mm X 5 mm. The flat iron frame will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed syntheic enamal of superior quality in required shade and colour. 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 informatory sign board with Logo

Providing & fixing of typical PMGSY informatory sign board with logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3mm thick, top and middle plate duly ribbted with MS flat iron 25mmx 5m size on back on edges. The lower ACP plate 4mm will be ribbted with MS angle iron frame of 25mmx 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured shade and colour. 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 Standard PMGSY Logo Sign Board Double Sided

Providing & fixing of typical PMGSY Logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. All M.will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class-B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of expoy paint as per drawing Clause 1701 and Annexure 1700.1.

Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board

Providing and fixing of typical PMGSY Citizen informatory sign board as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4mm thick duly ribbted with MS angle iron frame of 25mmx 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured shade and colour. 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.

Hazard Marker sign board 300x900mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications

Chevron Sign Board 500x600mm (Double board at a site)

Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) Sign as per (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 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 concrete 750 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Road Furniture

5th Kilometre Stones

Providing and fixing 5th Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.

Kilometre Stones

Providing and fixing Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.

200m Stones

Providing and fixing 200m stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.

Boundary Pillar

Providing and fixing of boundary pillars of standard design as per drawing and Technical Specification Clause 1704

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing and fixing of Delinators (Roadway Indicators) not less than 800mm high above ground level. The delinator shall have a core & shell construction which shallbe madeof tough, high impact resistant, injection - moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted mild steel of minimum thickness1.00mm, The delinatorshould have top retro-reflective unit consisting of white colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 125 sq.cm each side and bottom retro reflectiveunit consisting of red colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 35 sq.cm each side confirming to ASTM D4956 type XI standards. The delinators shall be fixed to the ground by inserting the root of the delinators upto the marked portion and by firm concrete filling as per the instructions by the Engineer-in-charge

Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications

Marking of Centre line, Zebra line, with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (upto date revision).

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

M/s Prempal Contractor (BID ID -595415)

Ms Rajinder Kumar and Co. (BID ID -595436)

Ms R B Builders (BID ID -595423)

M/s MP ENTERPRISES (BID ID -595444)

Yadav Builders (BID ID -595332)