UPGRADATION OF APK ROAD TO DHARIWAL BHUMBLI SIDHWAN ROAD VIA GURDWARA BURJ SAHIB DHARIWAL TO KALYANPUR JAURA CHITTRAN APK ROAD TO RAILWAY STATION DHARIWAL VIA MODAL TOWN, DHARIWAL BUS STAND TO FAZZUPUR UPTO FCI GODOWN AND AMRITSAR PATHANKOT ROAD

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: EXECUTIVE ENGINEER PROVINCIAL DIVISION, PWD B&R Br., GURDASPUR

Name of Work: UPGRADATION OF APK ROAD TO DHARIWAL BHUMBLI SIDHWAN ROAD VIA GURDWARA BURJ SAHIB, DHARIWAL TO KALYANPUR JAURA CHITTRAN, APK ROAD TO RAILWAY STATION DHARIWAL VIA MODAL TOWN, DHARIWAL BUS STAND TO FAZZUPUR UPTO FCI GODOWN AND AMRITSAR PATHANKOT ROAD (DHARIWAL CITY PORTION) IN DISTRICT GURDASPUR UNDER SPECIAL ASSISTANCE SCHEME INCLUDING 5 YEARS ROUTINE MAINTENANCE (1 YEAR DEFECT LIABILITY PERIOD + 4 YEARS ROUTINE MAINTENANCE) IN DISTRICT GURDASPUR FOR THE YEAR 2025-26 (GROUP NO.8)

Contract No: Civil Works

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 Convertion 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr as per PWD specification 1 5562 Cum 35.82 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Relaying of earthwork including dressing rolling 2 5562 Cum 99.03 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Prepration of Sub grade including trenching rough dressing of spoils final dressing of earth to give level & camber 3 12360 Sqm 6.32 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

4 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) 4 3850 Sqm 5.27 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications 5 734 Cum 307.62 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Construction of Shoulder 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 3003 of MORT&H specifications. 6 2589.15 Cum 447.07 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

7 Relaying of recovered material obtained from dismantling of road crust as Ced road material obtained from road crust as Construction of granular sub-base by providing coarse grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications (CSR 24.7 a) 7 367 Cum 146.44 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications 8 3010.19 Cum 1660.49 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

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 9 6057.63 Cum 2170.58 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

10 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 10 26804.4 Sqm 51.53 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Per Mtr 11 1202.96 Sqm 23.79 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and laying patch work with bituminous macadam 50mm to 75mm thick using crushed stone aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% in Continuous type hot mix plant, carriage of mixed material to site of work, laid after trimming the pot hole, removalof failed material, laying by suitable meansan drolling with a smooth wheeled roller to match the adjoining surface complete as per technical clause 504 of MORT&H specifications NOTES:- (i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research laboratory Patiala before adoption at site for execution. (ii) The specifications of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variations shall be worked out with the approved formula. TECHNICAL NOTE:- i.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for bituminous concrete shall meet all requirements set forth clause 507 of MORT&H specifications. ii.) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT&H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision). iii.) The approved mix shall exhibit the following details, source and location of all material:- (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC. 12 60.15 Cum 8113.38 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

13 Providing and applying tack coat with bitumen emulsion RS 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 For DGBM 13 25869.6 Sqm 16.1 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 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 (For Patch Work) 14 47574.8 Sqm 23.79 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 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 (For BC) 15 3672.22 Cum 9750.05 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

16 Providing and applying tack coat with bitumen emulsion RS 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 For BC 16 92585.3 Sqm 16.1 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 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 (For DGBM) 18 60994.6 Sqm 23.79 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and laying Dense graded bituminous macadam (Grade-II) 50mm -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 NOTES:- (i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE:- I.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT&H specifications. II.) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT&H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision). III.) The approved mix shall exhibit the following details source and location of all material:- (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC 19 4607.4 Cum 11171.37 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

19 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 20 4248.94 Sqm 649.66 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

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 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 to MORT&H specifications as per CSR 24.60 a 21 220 Sqm 106.37 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Reinforced cement concrete M-15 grade 5th 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 22 1 each 6393 Excess(+) Full Conversion INR

22 Reinforced cement concrete M-15 grade ordinary kilometre 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. 23 4 each 3739.25 Excess(+) Full Conversion INR

Construction of Side Drain (18' x 18") as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. 24 270 Providing and laying 80 mm thick cement concrete interlocking paver block of M-35 grade machine made rubber mouldered smooth finish by strong vibratory process or with vibro-hydroulic compaction machine and of approved size and desing/ shape laid ordinary gray colour and pettern over including 40mm thick 2565 Excess(+) Full Conversion INR

Construction of Side Drain (2 x 3) Covered as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. 25 2486.5 Providing and laying 80 mm thick cement concrete interlocking paver block of M-35 grade machine made rubber mouldered smooth finish by strong vibratory process or with vibro-hydroulic compaction machine and of approved size and desing/ shape laid ordinary gray colour and pettern over including 40mm thick 5459 Excess(+) Full Conversion INR

25 Construction of Centre Verge as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. 26 2015 Providing and laying 80 mm thick cement concrete interlocking paver block of M-35 grade machine made rubber mouldered smooth finish by strong vibratory process or with vibro-hydroulic compaction machine and of approved size and desing/ shape laid ordinary gray colour and pettern over including 40mm thick 5027.01 Excess(+) Full Conversion INR

Construction of 450m Hume Pipe Culvert as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. 27 4 Providing and laying 80 mm thick cement concrete interlocking paver block of M-35 grade machine made rubber mouldered smooth finish by strong vibratory process or with vibro-hydroulic compaction machine and of approved size and desing/ shape laid ordinary gray colour and pettern over including 40mm thick 61981 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Construction of 2.5' Span Slab Type Culvert as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. 28 2 Each 85932 Excess(+) Full Conversion INR

28 Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic graderetro reflective Sheeting as perASTMD4956 09 and as per IRC672012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to0.5mm on both sided and fixing the same with suitable size aluminumalloy rivets@200mmc/c toback support frameof 25x25x3mmangle ironsupported on a square hollow steel section post 60x60x3.2mm conforming to IS4923without cost of definition platefirmlyfixedtogroundinfoundationconcrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall providea 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 IV as pe rASTMD4956 09 and as per IRC 67 2012 29 31 each 4274.81 Excess(+) Full Conversion INR

Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflectiveSheetingasper ASTMD 4956–09 andasper IRC67–2012. Fixedover 4mmthickaluminiumCompositematerial (ACM)sheeting having aluminium skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy rivets @200mmc/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section 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 ofMORT&Hspecifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012for 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 ASTMD495609 and as per IRC 67 2012 30 33 each 5445.67 Excess(+) Full Conversion INR

Place Identification sign board 900x600mm rectangular 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 4mm thick aluminium Composite material (ACM) sheeting having aluminium 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 two square hollow steel section post 60x60x3.2mm conforming to IS 4923 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 IV as per ASTM D 4956 09 and as per IRC 67 2012 31 28 each 6921.07 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 Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Micropri 32 45 each 3979.11 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 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 hall 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. 33 5444 each 256.75 Excess(+) Full Conversion INR

smatic 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 specification Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 34 1 each 396577 Excess(+) Full Conversion INR

Overhead sign board 9000x1500mm simply supported type double sided 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 (CSR 24.53 b) 35 4 each 474284.75 Excess(+) Full Conversion INR

Overhead sign board 12000x1500mm simply supported Type IV double sided as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 .

Construction of Hardshouldering 36 927 Cum 33.71 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 combind upto 60 mtr as per AC Slip No.11 37 927 Cum 2170.58 Excess(+) Full Conversion INR

Providing, laying, spreading and compacting stone aggregates of Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant , to site of work , 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 specification. 38 6180 Sqm 831.21 Excess(+) Full Conversion INR

Heritage & Culture Cess @ 1.00% 39 153273104.96 Percentage 0.01 Excess(+) Full Conversion INR

Cancer Cess @ 1.00% 40 153273104.96 Percentage 0.01 Excess(+) Full Conversion INR

41 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) 41 20.01 Per Km 98673.86 Full Conversion INR

42 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) 42 Per Km 140486.36 Full Conversion INR

43 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4TH Year) 43 Per Km 229227.09 Full Conversion INR

44 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5TH Year) 44 Per Km 293025.74 Full Conversion INR

Total in Figures 156338620.06 156338620.06 4 Construction of chamber for 100mm sluice plates item5 10 Nos

Quoted Rate in Figures Select Total Cost of Routine Maintenance

Quoted Rate in Words