Upgradation and Maintenance of Link road Batala Beas Road to Sudhar Rajputan Via Dhardeo Bhalaipur under PMGSY-III Batch-II Package No PB-01-142 in District Amritsar

Amount

Clearing and grubbing road land including uprooting wild vegitation grass, bushes shrubs scaping and trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unservice able material as per technical clause 201 of MORT&H specifications

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per technical clause 301 of MORT&H specifications

Construction of embankment with approved material 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

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

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

Loosening, Levelling and compacting original Ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, complete as per Technical specification clause 301.4

Providing and laying brick on end edging after removal of existing brick edging complete as per specifications.

Laying ,rolling and consolidatin the old material received from scarification from raising/Re const.portion ( only 60 % material to be received arfter scarification .The road is badly damaged and laying on rasing portion in full width complete as per clasue 401

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

Water Bound Macadam Sub-base/base(WBM 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.

Water Bound Macadam Sub-base/base(WBM Grading -III)

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 type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-1) Packed 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

Providing and laying bituminous macadam bitumen vg-10 with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, 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.

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 ( for BM)

Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using penetration grade bitumen (VG-30 @ 1.34 kg /sqm and plastic waste conforming to IRC norms @ 0.8% of bitumen vg-30 ) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, transported to site, 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 Type ‘B as per Technical specification clause 508.

Providing and laying seal coat using bitumen VG-10 for sealing the voids in bituminous surface laid to the specified level, grade and cross fall using Type ‘B’ as per technical specification clause 510.

Construction of cross/Side Drainage Works

Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material

Providing concrete for plain/reinforced concrete (Nominal Mix 1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing and laying reinforced cement concrete M-15 in foundation

Providing and laying reinforced cement concrete M-20 in foundation as per technical specifications clause 802, 803, 1202 & 1203

Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203

Brick masonary in cement mortar 1:3 in substructure complete excludiong pointing and plastering as per specifications as per specifications Clauses 600,1202 & 1203

Providing and laying reinforced cement concrete M-25 in foundation as per technical specifications Clause 800 & 1200

Providing and laying reinforced cement concrete M-25 in Superstructure s per technical specifications clause 602, 603, 604,1202 & 1203

Providing and laying reinforced cement concrete M-20 in substructure as per drawing and technical specification Clause 802, 804, 805, 806, 1202 & 1204

Supplying fitting and placing TMT bar reinforced cement in superstructure clause 1002, 1010 & 1202

Providing and fitting 20mm Wide Joint Sealing Compound Clause 1200

Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600mm as per technical specifications clause 1204, 1203 & 1208

Providing weep holes in brick masonary/Stone masonary plain/reinforced concrete abutment wingwall return wall with 100mm dia AC Pipe as per technical specifications clause 614, 709, 1204, 3.7

Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101

Laying (First Class) bedding on well compacted sand, Mooram or approved granular material as per clause 1105 (ii) complete as per drawing and technical specifications clause 800 &1500

Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specifications clause 802, 803, 1202 & 1203

Providing and laying boulder apron for bed protection with stone boulder of minimum size weight as per specifications as per specifications clause 1301

Painting two coats including primer coat after filling the surface with synthetic enamal paint in all shades on new plastered/concrete surface as per drawing and technical specifications clause 1701

Painting new letter and figures of any shade with synthetic enamal paint black or any other approved colour to give an even shade as per drawing and technical specifications clause 1701

Plastering 15 mm with cement mortar 1:4 on brick work in substructure as per technical specifications 613.4 & 1204

Retro-reflectorised Traffic Signs 900x900x900mm triangular/octagonal/ circular Boards

Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP Sheet 3.00 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 (Class A/Class B) cautionary, mandatory and informatory sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP Sheet 3.00 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 (Class A/Class B) cautionary, mandatory and informatory sign as per (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP Sheet 3.00 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 (Class A/Class B) Sign as per NRIDA Guidelines (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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Providing and fixing of Standard PMGSY Logo Sign Board Double Sided

Providing and fixing of typical PMGSY Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. 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 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 Citizen Informatory Board/Title Informatory Borad of PMGSY Project

Providing and fixing of typical PMGSY Citizen informatory sign board as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4 mm thick duly ribbted with MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame will be 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, 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 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 PMGSY Project Maintenance Board

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

Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with retro reflective high intensity microprismatic grade sheeting fixed over 3mm 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

Cat Eyes

Providing and applying road marking with thermoplastic paint for Zebra crossing at school stc as per CSR 24.57

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 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

Routine Maintenance after completion of construction works as per preiodicity to Routine Maintenance mentioned in the contract data.

AMC for 1st year (fixed rate= 52131 bidder(s)/ vendor(s) need not to quote for this)

AMC for 2nd year (fixed rate= 62630, bidder(s)/ vendor(s) need not to quote for this)

AMC for 3rd year (fixed rate= 85038, bidder(s)/ vendor(s) need not to quote for this)

AMC for 4th year (fixed rate= 107446, bidder(s)/ vendor(s) need not to quote for this)

AMC for 5th year (fixed rate= 129853, bidder(s)/ vendor(s) need not to quote for this)

Daljinder singh and co