Constn. of New Link Road F.F. Road (Baghe Ke Uttar) to F.F. Road (Amir Khas) (along canal) Bye Pass, Length 8.75 Km. (Shaheed Udham Singh Marg), Length 8.50 Km. Market Committee Jalalabad, Assembly Constituency Jalalabad, Distt. Fazilka

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Tender Inviting Authority: EXECUTIVE ENGINEER, CONSTRUCTION DIVISION, PWD B&R BRANCH FEROZEPUR

Name of Work: Construction of New Link Road F.F. Road (Baghe Ke Uttar) to F.F. Road (Amir Khas) (Along Canal) Bye Pass, Length 8.75 Km. (Shaheed Udham Singh Marg), Length 8.75 Km, Market Committee Jalalabad, Assembly Constituency Jalalabad, District Fazilka

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Unit Rate Rs. P Addition / Deduction Addition / Deduction Values Currency Conversion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e. DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

Dismantling of exsiting old brick on edging CSR (8.5 i) cum Excess(+) Full Conversion INR

Dismentling of cement concrete road complete in all respect as per PWD specification.(CSR 8.6d ) cum Excess(+) Full Conversion INR

Excavation in soil (any type) using hydraulic excavator CK 90. Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 60m. 6.19 cum Excess(+) Full Conversion INR

Compaction of earth work & preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to given level, camber, watering, rolling with road roller compacting the bed to achieve minimum dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications. 24.5c sqm Excess(+) Full Conversion INR

Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications (24.5 (a) cum Excess(+) Full Conversion INR

Construction of granular sub-base by providing material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, cum Excess(+) Full Conversion INR

Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters (CSR 24.3 b) sqm Excess(+) Full Conversion INR

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications (24.13) Cum Excess(+) Full Conversion INR

Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/ sqm complete as per technical clause 502 of MORT&H specifications (24.15) Sqm Excess(+) Full Conversion INR

Providing and applying tack coat with bitumen emulsion RS1 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface /granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications (24.16 (a) Sqm Excess(+) Full Conversion INR

Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, 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 505 of MORT&H specifications (24.20 (a) Cum Excess(+) Full Conversion INR

Providing and applying tack coat with bitumen emulsion RS1 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface /granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications (24.16 (a) Sqm Excess(+) Full Conversion INR

Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, 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 (24.23 (a) Cum Excess(+) Full Conversion INR

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 Mtr. Excess(+) Full Conversion INR

Construction of 0.60 m dia Hume Pipe Culvert No. Excess(+) Full Conversion INR

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) Sqm Excess(+) Full Conversion INR

Advance Direction sign board 1200x1800mm rectangular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheetingasper ASTMD4956–09and asper IRC67–2012. fixed over4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminiumalloy rivets@200mmc/c to back support frame of 25x25x3mm angle iron supported on two square hollowsteel section post 60x60x3.2mm conforming to IS4923 firmly fixed to ground in foundation concrete M-25 of size0.60x0.60x0.75mfor vertical post complete as per clause 801 of MORT&Hspecifications Supplier shall provide awarranty as per clause 6.9of IRC67-2012 for retroreflective sheeting & a certified copy of test reports from an independent test laboratory conforming toclause 6.7 of IRC 67-2012 (CSR 24.48) (b) Usinghigh intensity Microprismatic grade retro reflective Sheeting TypeXI as per ASTMD4956 09 and as per IRC 67 2012 Nos. Excess(+) Full Conversion INR

Cautionary sign board 600x600x600mm triangular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting 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 rivets @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 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. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 (CSR 24.44 (b) Nos. Excess(+) Full Conversion INR

Mandatory sign board circular as per IRC67-2012 with high intensity Microprismatic grade sheeting Type IV as per ASTMD 4956-09 and as per IRC 67-2012 Specification. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3mm 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 steels ection post 60x60x3.2mm conforming to IS4923 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. Supplier shall provide awarranty as per clause 6.9 of IRC 67-2012 for retroreflective sheeting & acertified copy of test reports froman independent test laboratory conforming to clause 6.7 of IRC67 2012. Usinghigh intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTMD 4956 09 and as per IRC 67 2012 Nos. Excess(+) Full Conversion INR

Definition plate 600x200mm rectangular as per IRC 67-2012 with high intensity Microprismatic grade sheetingType IV as per ASTMD 4956-09 and as per IRC 67-2012.Specification. Fixedover 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to0.3mm on both sided and fixing the same with suitable size aluminium alloy rivets@200 mm c/c to back support frame welded with vertical post of sign board complete as per clause 801 of MORT&Hspecifications. Supplier shall providea warranty as per clause 6.9 of IRC67-2012 for retror eflective sheeting & acertified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Usinghigh intensity Microprismatic grade retro reflectiveSheeting TypeIVasperASTMD4956 09 and as per IRC 67 2012 Nos. Excess(+) Full Conversion INR

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 XI as per ASTM D 4956 09 and as per IRC 67 2012 (CSR 24.51 (a) Nos. Excess(+) Full Conversion INR

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/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 of13635 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. (CSR 24.63) Nos. Excess(+) Full Conversion INR

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) Nos. Excess(+) Full Conversion INR

Road Furniture/Signage Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications.24.40 No. Excess(+) Full Conversion INR

Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications (CSR 24.37 (a) No. Excess(+) Full Conversion INR

Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications (CSR 24.38) No. Excess(+) Full Conversion INR

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) No. Excess(+) Full Conversion INR

"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 to ground with foundation concrete 1:2:4 of size 0.45x0.45x1.10m for vertical post complete as per approved drawings and technical clause 810 of MORT&H specifications CSR 24.56 A Mtr. Excess(+) Full Conversion INR

Videography of all the roads included in DNIT to be done before the start of any work. Videography to be undertaken in the presence of an officer not below the rank of SDE / JE. Each Excess(+) Full Conversion INR

Credit of old useful material Bricks Nos Excess(+) Full Conversion INR

Brick Bats Per Cum Excess(+) Full Conversion INR

Add 1.00% Heritage & Cultural Cess Percentage Excess(+) Full Conversion INR

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