RESTORATION OF ROAD CUT ON VARIOUS LINK ROAD FROM JALANDHAR CANTT FOR THE YEAR 2025-26 1) (JALANDHAR NAKODAR ROAD TO KHAMBRA TO DHINA) 2) KHAMBRA COLONY TO ALIPUR 3) ALIPUR TO USMANPUR 4) MITHAPUR ROAD TO ALIPUR ABADI

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

Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R JALANDHAR

Name of Work :- DNIT FOR RESTORATION OF ROAD CUT ON VARIOUS LINK ROAD FROM JALANDHAR CANTT FOR THE YEAR 2025-26 1) RESTORATION OF ROAD CUT OF LINK ROAD FROM (JALANDHAR NAKODAR ROAD TO KHAMBRA TO DHINA) (J06018) 2) RESTORATION OF ROAD CUT OF LINK ROAD FROM KHAMBRA COLONY TO ALIPUR (J06118) 3) RESTORATION OF ROAD CUT OF LINK ROAD FROM ALIPUR TO USMANPUR (J06120) 4) RESTORATION OF ROAD CUT OF LINK ROAD FROM MITHAPUR ROAD TO ALIPUR ABADI (J06220)

Contract No: Civil Works

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Units Estimated Rate 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 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 lifts and combined lead upto 60m. 2 Cum Excess(+) Full Conversion INR

2 Providing & Laying of Fine sand including Compaction, Loading & Unloading, carriage to site of work, spreading. Grating to required slope as per satisfaction of Engineer-in-Charge. 3 Cum Excess(+) Full Conversion INR INR Six Lakh Sixty Eight Thousand Five Hundred & Thirty Only

3 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 give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) 4 Sqm Excess(+) Full Conversion INR INR Ten Thousand Eight Hundred & Seventy Two Only

4 Construction of granular sub-base by providing 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 MORD technical specifications. 5 Cum Excess(+) Full Conversion INR INR Two Lakh Seventy Three Thousand Six Hundred & Seventy Only

5 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 6 Mtr. Excess(+) Full Conversion INR INR One Lakh Thirty Thousand Three Hundred & Fifty Five Only

6 Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications 7 0.999 Cum Excess(+) Full Conversion INR INR Two Lakh Forty Eight Thousand &Fifty Eight Only

7 Extra For compensation & royalty for Ordinary earth/ Ordinary clay taken from private land (Credit of Excavated earth) 8 Cum Excess(+) Full Conversion INR INR Minus Two Lakh Sixty Six Thousand Four Hundred & Forty Seven Only

8 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications 9 Sqm Excess(+) Full Conversion INR INR One Lakh Sixty Seven Thousand Five Hundred & Ninety One Only

9 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 specifications 10 Sqm Excess(+) Full Conversion INR INR One Lakh Thirty One Thousand Seven Hundred & Ten Only

10 Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications 11 MT Excess(+) Full Conversion INR INR Seven Lakh Ninety Nine Thousand Two Hundred & Sixty Four Only

11 Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications 12 MT Excess(+) Full Conversion INR INR Three Lakh Twenty Three Thousand Nine Hundred & Ten Only

12 Kassi work undressed involving an average horizontal throw up to 2 metres and average vertical lift up to 0.5 metres 13 Cum Excess(+) Full Conversion INR INR Twenty Thousand Nine Hundred & Thirty One Only

13 Dressing of earth work i) New work or remodeling work unit 14 Sqm Excess(+) Full Conversion INR INR Four Thousand Four Hundred & Seventy Three Only

14 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 15 Mtr Excess(+) Full Conversion INR INR Fourteen Thousand Two Hundred & Thirty Three Only

15 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 14 i.e. Rs.2566292/- 16 Percentage Excess(+) Full Conversion INR INR Twenty Five Thousand Six Hundred & Sixty Three Only

Total in Figures INR Twenty Five Lakh Ninety One Thousand Nine Hundred & Fifty Five Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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