Upgradation of Gurdaspur Dera Baba Nanak to Jagowal Panwan Bhandal Bhikhariwal Jagowal Jattan, Kalanaur Qila Lal Singh Road to Kahnowal Shakri Dule Nangal, Dharmkot Rattar Chattar Machiwal Road and Amritsar Ajnala Dere Baba Baba Nanak

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

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

Name of Work: UPGRADATION OF GURDASPUR-DERA BABA NANAK TO JAGOWAL PANWAN BHANDAL, BHIKHARIWAL JAGOWAL JATTAN, KALANAUR QILA LAL SINGH ROAD KHANOWAL SHAKRI DULE NANGAL, DHARAMKOT RATTAR CHATTAR MACHIWAL ROAD AND AMRITSAR AJNALA DERA BABA NANAK (SEC. RAMDASS DERA BABA NANAK) 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.4)

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 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 1 Sqm 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 2 Sqm Excess(+) Full Conversion INR INR Two Lakh Twenty Nine Thousand Three Hundred & Thirty One Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Construction of embankment with good quality earth inluding compaction etc. 3 Cum Excess(+) Full Conversion INR INR Forty Lakh Twenty Three Thousand Six Hundred & Thirty Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

4 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. 4 Cum Excess(+) Full Conversion INR INR Thirty Three Lakh Ten Thousand Six Hundred & Forty Three Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

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 5 Cum Excess(+) Full Conversion INR INR Twenty Seven Thousand Two Hundred & Ninety Three Only 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 grading, 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 6 Cum Excess(+) Full Conversion INR INR One Lakh Forty Eight Thousand Five Hundred & Thirty Nine Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

7 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 7 Cum Excess(+) Full Conversion INR INR One Crore Thirty Nine Lakh Eight Thousand Eight Hundred & Seventy Seven Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

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 8 Sqm Excess(+) Full Conversion INR INR Twenty One Lakh Ninety Two Thousand Three Hundred & Sixty Four Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and laying Tack Coat with Bitumen Grade VG-10 bulk @ 4 Kg./ 10 sqm.(for BM) 9 Sqm Excess(+) Full Conversion INR INR Twenty Seven Thousand Six Hundred & Twenty Seven Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

10 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. 10 Cum Excess(+) Full Conversion INR INR Seven Lakh Five Thousand Three Hundred & Ninety Seven Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and laying Tack Coat with Bitumen Grade VG-10 bulk @ 4 Kg./ 10 sqm. For DGBM 11 Sqm Excess(+) Full Conversion INR INR Twenty Six Lakh Fifty One Thousand Four Hundred & Twenty Only 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 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 12 Sqm Excess(+) Full Conversion INR INR Thirteen Lakh Ninety Four Thousand Six Hundred & Fourteen Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

13 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 @ 4.50%, carriage of mixed material to site of work, laying with paver finisher mechanical 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 13 cum Excess(+) Full Conversion INR INR Eleven Crore Fifty Four Lakh Seventy Two Thousand Two Hundred & Seven Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and laying Tack Coat with Bitumen Grade VG-10 bulk @ 4 Kg./ 10 sqm.(for BC) 14 Sqm Excess(+) Full Conversion INR INR Twenty Six Lakh Fifty Two Thousand Eight Hundred & Eleven Only 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 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 15 Sqm Excess(+) Full Conversion INR INR Thirteen Lakh Ninety Four Thousand Six Hundred & Fourteen Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

16 Providing and laying bituminous concrete 30mm 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 (CSR 24.23 a) 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. 16 Cum Excess(+) Full Conversion INR INR Six Crore Sixty One Lakh Seventy Three Thousand Six Hundred & Seventy Seven Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Road marking with Thermoplastic compound 10cm wide edge line on curve and Junction ( and Zebra crossing at Education institution ,Hospital etc. ) 18 Sqm Excess(+) Full Conversion INR INR Fifty Lakh Seventy Two Thousand Four Hundred & Eighty Only 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 19 Mtr Excess(+) Full Conversion INR INR Two Lakh Thirty Five Thousand Eight Hundred & Forty Eight Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

19 5th Kilometer Stone for Plan Roads 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 20 Each Excess(+) Full Conversion INR INR Twelve Thousand Seven Hundred & Eighty Six Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and fixing Kilometre stone complete in all respects 21 Each Excess(+) Full Conversion INR INR Eighty Two Thousand Two Hundred & Sixty Six Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Providing and fixing 200 Metre stone complete in all respects 22 Each Excess(+) Full Conversion INR INR Fifty Two Thousand Six Hundred & Sixty Four Only

22 Providing and fixing Boundary Pillars complete in all respects 23 Each Excess(+) Full Conversion INR INR Twenty Seven Thousand Four Hundred & Thirty Six Only

Providing and fixing Village Board complete in all respects 24 Each Excess(+) Full Conversion INR INR Ten Thousand Nine Hundred & Ninety Seven Only

Construction of Retaining Wall 5.5" ht. 25 Mtr Excess(+) Full Conversion INR INR Thirty Five Lakh Eighty Eight Thousand Six Hundred & Ninety Only

25 Construction of 1'-6" Hume Pipe Culvert at RD 26 Each Excess(+) Full Conversion INR INR Six Lakh Seventy Eight Thousand One Hundred & Thirty Nine Only

Constrfuction of 2' Span Slab Type Culvert 27 Each Excess(+) Full Conversion INR INR Two Lakh Fifty Six Thousand Six Hundred & Fifty Nine Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

Construction of 18"x18'' Side Drain 28 Mtr Excess(+) Full Conversion INR

28 Cautionary sign board 900x900x900mm triangular Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting 29 Each Excess(+) Full Conversion INR INR Three Lakh Sixteen Thousand Three Hundred & Thirty Two Only

Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting 30 Each Excess(+) Full Conversion INR INR Three Lakh Ninety Seven Thousand Five Hundred & Thirty Three Only

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. 31 Each Excess(+) Full Conversion INR INR Two Lakh Seven Hundred & Eleven Only

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, Type IV 32 Each Excess(+) Full Conversion INR INR Three Lakh Forty Two Thousand Two Hundred & Four Only

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 33 Each Excess(+) Full Conversion INR INR Thirty Three Lakh Forty Seven Thousand Five Hundred & Seven Only

Heritage & Culture Cess @ 1.00% 34 % Excess(+) Full Conversion INR INR Twenty Two Lakh Ninety Nine Thousand Four Hundred & Forty Four Only

Cancer Cess @ 1.00% 35 % Excess(+) Full Conversion INR INR Twenty Two Lakh Ninety Nine Thousand Four Hundred & Forty Four Only

Total in Figures INR Twenty Three Crore Forty Five Lakh Forty Three Thousand Two Hundred & Forty Four Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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