Upgradation and Maintenance of T03-Mamdot to Jhoke Tehal Singh, Length Km. 0.00 to 12.95Km. under PMGSY-III, Batch-III, package no. PB-05-104, Block Mamdot, District Ferozepur

Amount

Upgradation and Maintenance of T03-Mamdot to Jhoke Tehal Singh, Length Km.0.00 to 12.95 = 12.95 Km. under PMGSY-III, Batch-III, Package No.PB-05-104, Block Mamdot, District Ferozepur.

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 301.4.2 (Diagonal Cuts)

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 roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankement location with a lift upto 1.5 m and lead upto 1000m as per Technical Specification Clause 302.3

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

Providing and laying brick on end edging complete as per specifications

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

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 received from dismantling)

WBM Grade-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.

WBM Grade-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 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

Providing, laying and rolling of close-graded premix surfacing material of 25mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen (VG-30) @ 19 Kg per 10 sqm 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 8-10 kN static roller and finishing to required level and grades as per Technical specification Clause 509 (M.S.S.)

CONSTRUCTION OF 600MM DIA HPC, 0.60 MTR SPAN SLAB TYPE CULVERT,3 MTR SPAN SLAB TYPE CULVERT, 6 MTR SPAN SLAB TYPE CULVERT, 2 SPAN 6 MTR EACH BRIDGE, WIDENING OF 2 SPAN 6 MTR EACH BRIDGE, DISMANTLING/DIVERSIN, RETAINING WALL 4'-6" HIGH WITH BRICK WORK AS PER STANDARD DESIGN, TOE WALL ALONG BUS BAYS,U SHAPE DRAIN OF BRICK WORK AS PER STANDARD DESIGN

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.

Providing Plain Cement Concrete 1:3:6 (PCC M-10) nominal mix in foundations complete as per drawing & technical specification clauses 802,803,1202,1203

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

Brick Mesonry work in Cement Mortar 1:3 in foundation complete excluding pointing and plastering as per drawing & technical specifications clauses 600,1202,1203

Brick Mesonry work in Cement Mortar 1:4 in foundation complete excluding pointing and plastering as per drawing & technical specifications clauses 600,1202,1203

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 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 concrete for Plain concrete (PCC M-20) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for Plain/reinforced concrete (1:1.5:3) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for reinforced cement concrete (RCC M-25) in sub structure complete as per drawings and technical specifications Clause 800, 1205.4,1205.5

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000,1202

Supplying, fitting and placing TMT bar reinforcement in sub structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

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

Dismantling of existing structures like culverts,bridges,retaining walls and other structures comprising or brick masonry, including disposal of unservicable material and stacking the serviceable material with all lift and lead of 1000m as per technical specifications Clause 202 (Bricke/Tile Work)

Dismantling of existing structures like culverts,bridges,retaining walls and other structures comprising or brick masonry, including disposal of unservicable material and stacking the serviceable material with all lift and lead of 1000m as per technical specifications Clause 202 (RCC)

Providing concrete for Plain concrete (PCC M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick Mesonry work in Cement Mortar 1:3 in substructure complete excluding pointing and plastering as per drawing & technical specifications clauses 602,603,604,1202,1204

Brick Mesonry work in Cement Mortar 1:4 in substructure complete excluding pointing and plastering as per drawing & technical specifications clauses 602,1202,1203

Providing concrete for reinforced cement concrete (RCC M-20) in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807,1202,1204

Providing and filling 20mm wide joint sealing compound as per drawing and technical specifications with coarse sand and 6 percent bitumen by wieght

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

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 boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25kg laid dry complete as per drawing and technical specification clause 1301

Drainage spouts complete as per drawing and technical specifications Clause 1209

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.

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

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, with a lead upto 3000 m as per Technical Specification Clause 301.5

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

Credit of old material

Bricks

Brick bats

Steel

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

Retro-reflectorised Traffic Signs 600x600x600mm

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 cause 1701.2.3 fiex over ACP sheet 3.00mm thick supported on a mild steel angle iron post 75mm x 75mm x6mm firmly fixed to the ground by means of properly desinged foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600mm below ground level as per drawing and Technical Specification Clause 801

Retro-reflectorised Traffic Signs circular 600mm

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 cause 1701.2.3 fiex over ACP sheet 3.00mm thick supported on a mild steel angle iron post 75mm x 75mm x6mm firmly fixed to the ground by means of properly desinged foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600mm below ground level as per drawing and Technical Specification Clause 801

Direction and place indentification signs with size 900x600mm

Providing and erecting and place indentification retro-reflectorised (Class A/Class B) sign as per (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide cause 1701.2.3 fiex over ACP sheet 3.00mm thick with area excedding 0.9sqm supported on a mild steel angle iron post 75mm x 75mm x6mm,2 nos firmly fixed to the ground by means of properly desinged foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600mm below ground level as per drawing and Technical Specification Clause 1701

Direction and place indentification signs with size 600x450mm

Providing and erecting and place indentification retro-reflectorised (Class A/Class B) sign as per (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide cause 1701.2.3 fiex over ACP sheet 3.00mm thick with area excedding 0.9sqm supported on a mild steel angle iron post 75mm x 75mm x6mm,2 nos firmly fixed to the ground by means of properly desinged foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600mm below ground level as per 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

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 Standard Chevron Sign Board 500x 600mm

Providing and erecting direction and place indentification retro- reflectroised (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 ACP sheet 3.00mm thick with are exceeding 0.9 sqm supported on mild steel angle iron posts 75mm x 75mm x6mm,2 nos firmly fixe to the ground by means of properly designed foundation with M-15 grade cement concrete 750mm x 450mm x600mm, 600mm below ground level as per approved drawing and technical specification Clause 1701

5th Kilometre Stones

Reinfoced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specifications Clause 1703

Kilometre Stones

Reinfoced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specifications Clause 1703

200m Stones

Reinfoced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specifications Clause 1703

Boundary Pillar

Reinfoced cement concrete M-15 grade boundary pillar/local stone of standard design as per IRC:25 fixing in position including finishing and lettering but exculding painting as per drawing and technical specification Clause 1704

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 (CSR 24.51-b)

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 Standard Metal Delineatoras per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. (CSR 24.66)

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

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

AMC for 1st Year (Fixed Rate =792022, bidder(s)/vendor(s) need not to quote for this)

AMC for 2ndYear (Fixed Rate =953226, bidder(s)/vendor(s) need not to quote for this)

AMC for 3rd Year (Fixed Rate =1371288, bidder(s)/vendor(s) need not to quote for this)

AMC for 4th Year (Fixed Rate =1618102, bidder(s)/vendor(s) need not to quote for this)

AMC for 5th Year (Fixed Rate =1864942, bidder(s)/vendor(s) need not to quote for this)

Ms Rajinder Kumar and Co.

Bindra Developers Pvt. Ltd

M/s MP ENTERPRISES