Up-gradation of Link Road Ajnala-Jagdev Khurd Road to Poonga Jafarkot road via Gurudwara Gumchak (MRL-01) From KM-0/000 to KM 10/246 under PMGSY-III (Batch-III) Block Ajnala, Distt. Amritsar. Package No. PB01167

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. MORD 2.2

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.

Excavation for roadway in soil using mech means including cutting and pushing the earth to site of embakement up to a distance of 100 m, including trriming bottom and side slopes in accordance with requirements of lines,grades and X section as per Clause 302 MORD 3.5

Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5. MORD 3.3

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 all lead as per MoRD Specification clause 301.5. MORD 3.4

Dismentling of flexible pavements & disposel of dismentled materials upto lead of 100m stacking serviceable & un serviceable materials seperately as per Technical Specification clause 202. & Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means. MORD 2.14

Loosening, Levelling and Compacting original ground supporting embankement 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 Specifications Clause 301.4.1 MORD 3.2

Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications

Laying and consolidation of scarified / dismantled pavement material by adding 20% coarse sand as 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. MORD 4.1

Granular Sub Base (Grading-I) - Construction of granular sub base by providing well graded material (Grade-I), spreaded in uniform layers 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. MORD 4.1

Water Bound Macadam (Grading - 2) - 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 ype-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per MoRD Specification Clause 405. MORD 4.7 ii

Water Bound Macadam (Grading - 3 ) -Providing, laying, spreading and compacting stone aggregates wbm GR-III) 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 MoRD Specification Clause 405. MORD 4.7 iii

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 0.85 kg/sqm using mechanical means as per MoRD specification clause 502. MORD 5.1 i

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 surfaces treated with primer & cleaned with Hydraulic broom as per MoRD specification clause 503. MORD 5.2 ii

Providing and laying bituminous macadam 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. MORD 5.3

Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 MORD 5.11

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. MORD 9.1

Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4

Providing Plain/ Reinforced Cement Concrete M-15 in Sub Structure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807 1202 & 1204. MORD 12.5 ii

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 MORD 11

Brick Masonary work in cement mortar 1 :4 in sub structure of Head Walls complete excluding pointing and plastering as per drawing and technical specification Clause 1101 MORD 12

Providing Cement Concrete (Plain / Reinforced) M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4 III (ii)

Plain/reinforced cement concrete (1:2;4 M-20) in sub structure complete as per drawings and technical specification clauses 802, 805, 1201, & 1204 MORD 12.5

Providing Cement Concrete (Plain / Reinforced) of Grade M25 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing and laying reinforced cement concrete R.C.C M 25 in open foundation as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Providing and laying reinforced cement concrete R.C.C M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 mord 12

Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 50mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710 MORD 9.15

Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202. MORD 12.7

Supplying, fitting, and placing TMT Bars Fe500 reinforcement in Sub Strucure complete as per drawing and technical MORD specifications Clauses 1002, 1005 and 1010 and 1202

Supplying, fitting, and placing TMT Bars Fe500 reinforcement in superstructure complete as per drawing and technical MORD specifications Clauses 1002, 1005 and 1010 and 1203

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 (450 mm dia) MORD 9.7

Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204. MORD 9.13

Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204. MORD 12.2

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701.

Providing weep holes in stone masonry, plain/ reinforced concrete abutment, wing walls, return walls, retaining walls with 100mm ( one hundred millimeter) diameters, PVC pipe extending through the full width of the structures with a slope of 1 ( one) vertical : 20 ( twenty horizontal) MORD 12.9

Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8 MORD 12.10

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) csr 22.8 b

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.MORD12.11

Plain/Reinforced Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Grade M30 )

Providing and laying reinforced cement concrete in M-30 superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

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

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

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. Rcc pipes 600mm dia MORD 9.3

Removal of Hume pipe culvert below 600mm dia

Credit of RCC Pipe 600 mm dia

Providing and fixing 25mm thick compressible fibre board in expansion joints complete as per drawings and technical clause 2605 of MORT&H specifications Ref CSR 22.15 (ii)

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. MORD 2.13

Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. CSR ITEM Chapter 24

Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 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 MoRD Specification Clause 801

Retro-reflectorised Traffic Signs 900x600mm

Retro-reflectorised Traffic Signs 800x600mm

Retro-reflectorised Traffic Signs 600x600x600mm

Retro-reflectorised Traffic Signs 600mm Octoganal+ Circular

Hazard Marker Sign Board 300x900 mm Rectangular

Pedestrian Crossing Sign Board Square 600x600mm

Double Chavron Sign Board 500x600mm

Providing and Fixing 'Maintenance board

Providing and Fixing 'Logo' of PMGSY Project double sided

Providing and Fixing Citizen Informatory Board of PMGSY Project type A&B

Providing and Fixing PMGSY title information Board

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

Reinforced Cement Concrete M15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703

Reinforced Cement Concrete M15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703

Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications. CSR 24.39

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 as per CSR Item no. 24.62a

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications. CSR 24.57

Supplying and fixing of single mould twin shankreflective road studs made out of polycarbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. as per CSR 24.63

Providing and fixing of Standard Metal Delineator as 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

Routine Maintenance after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.

For 1st year

For 2nd year

For 3rd year

For 4th year

For 5th year

S.F.CONSTRUCTIONS