Upgradation of Ghagga to Badshahpur via Buta Singh Wala under PMGSY-III (Batch-I) Package No - 15307

Amount

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

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

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 as per Technical Specification clause 302.

Construction of embankment with approved materials deposited at site from roadway cutting 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 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 10.00 kms as per Technical Specification clause 301.5

Preparation of Foundation for embankment Loosing, Levelling and Compacting origional Ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm,complete as per Technical specification clause 301.4.1

Providing and laying brick on end edging after removal of existing brick edging complete as per Technical specification clause 412.

Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm as per drawing and Technical Specification Clause 1504

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 with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401

Construction of granular sub base by providing well graded material, spreading in uniform layers 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 (Relaying of material to be recieved from scarification)

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 type-A/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) 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

Bituminous Macadam ( with VG-10 bitumen) 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, transported to site and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

20mm Thick Open Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder & processed waste plastic @ 8% of bitumen weight 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) & processed waste plastic @ 8% of bitumen 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.

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

Construction of Speed breakers as per requirement of IRC 99:1988 ( as per detail attached)

Structure Work (Hume Pipe Culverts, Slab Type Culverts, Side Drains, Retaining Walls & Toe Walls etc.)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (Brick/Tile Work)

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (Upto 600 mm dia Hume pipe)

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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification clause 300

Providing concrete for plain concrete M-10 grade (Nominal Mix 1:3:6) in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203

Bedding for Pipes Type ‘B’ (First Class) Bedding: Laying (First Class) bedding on well compacted sand moorum or approved granular material as per clause 1105

Brick, Masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specifications 600,1202 & 1203

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 Clause 1106.

15 mm thick cement plastering on brick work with cement mortar 1:4 in sub structure as per technical specification clauses 613.4 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

Providing and laying concrete for plain concrete M-20 grade (Nominal Mix 1:2:4) in open foundations complete as per drawings and technical specification clause 802, 803, 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

Providing and laying reinforced cement concrete (RCC M-25) (Nominal Mix 1:1.5:3) in superstructure as per drawing and technical specification clause 800, 1010 & 1202.

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Brick, Masonry work in cement mortar 1:4 in foundation complete as per MORD specifications clauses 600 & 1200

Architectural Coping Providing Plain Cement Concrete M-20 ( 1:2:4) architectiral coping on the top of wing wall, return wall etc. complete as per drawing and technical specifications clauses 615, 710 & 1204.3.11.

Providing & laying reinforced cement concrete M-20 grade (Nonimal Mix 1:2:4) in superstructure as per MORD Specifications 600

Sealing Joint Providing and fixing in position 20mm thick pre moulded joint filler in expansion joints for fixed ends of simply supported spans covered with sealant complete as per drawing and technical specification clause 1200.

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

White washing on parapet walls of CD works as pe MORD specifications Clause 1900

Boulder Apron Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing technical specification clause 1300

Brick, Masonry work in cement mortar 1:4 in substructure complete as per MORD specifications clauses 600 & 1200

Painting of parapet walls of CD work with cement paint as per MORD specifications 1701

Providing and laying brick on edge flooring 1:4 for bed protection as per MORD specifications 1303.

Providing and Laying filter Media with granular crushed aggregates as per specification to a thickness of not less than 600mm 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 specifications clause 1204.3.8

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

Retro-reflectorised Traffic Signs 900x900x900mm triangular 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

Direction and Place Identification signs with size 600x450mm 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

Direction and Place Identification signs with size 1200x900mm 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 4 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 typical PMGSY informatory sign board with Logo Providing and fixing of typical PMGSY informatory sign board with Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3 mm thick, top and middle plate duly ribbted with MS flat iron 25mm x 5m size on back on edges. The lower ACP plate 4 mm will be ribbted with MS angle iron frame of 25mm x 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 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 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 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 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 of PMGSY Project/ Maintenance Board 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

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

Hazard Marker Sign Board 300x900mm Rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

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.

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

Road stud 100 x 100 mm 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 groundby insertingthe root of the delinators upto the marked portionand 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

Road Marking Markings of centre line, Zebra lines 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)

AMC for 1st Year (Fixed Rate =51297, bidder(s)/vendor(s) need not to quote for this)

AMC for 2ndYear (Fixed Rate =61766, bidder(s)/vendor(s) need not to quote for this)

AMC for 3rd Year (Fixed Rate =82259, bidder(s)/vendor(s) need not to quote for this)

AMC for 4th Year (Fixed Rate =102751, bidder(s)/vendor(s) need not to quote for this)

AMC for 5th Year (Fixed Rate =123244, bidder(s)/vendor(s) need not to quote for this)

KHER CONSTRUCTION