RESTORATION OF ROAD CUT ON LAMBA PIND CHOWK - JANDU SINGHA ROAD (JODR-1) IN DISTT. JALANDHAR

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

Name of Work :- DNIT FOR RESTORATION OF ROAD CUT ON LAMBA PIND CHOWK-JANDU SINGHA ROAD (JODR-1) IN DISTT. JALANDHAR

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 for Roadway (By Manual Means) Excavation for roadway in soil by mechanical means with dozer including cutting and pushing earth to embankment site with all lead and lifts up to 100m including trimming bottom and side slopes as per technical clause 301 of MORT&H specifications 2 Cum Excess(+) Full Conversion INR

2 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. 3 Sqm Excess(+) Full Conversion INR INR Five Thousand &Fifty Six Only

3 Providing & Laying of Fine sand Filling including , loading, unloading, carriage and laying at site, watering & rolling with road roller compacting the bed as per Satisfaction of Engineer in Charge 4 Cum Excess(+) Full Conversion INR INR Three Lakh Thirty Thousand Nine Hundred & Fifty Two Only

4 Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications 5 Cum Excess(+) Full Conversion INR INR Two Lakh Eighty Five Thousand Eight Hundred & Seventy Four Only

5 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 6 Cum Excess(+) Full Conversion INR INR Four Lakh Forty Four Thousand One Hundred & Forty Four Only

6 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 7 Sqm Excess(+) Full Conversion INR INR Twenty Seven Thousand Eight Hundred & Eighty Eight Only

7 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 clause503 of MORT&H specifications 8 Sqm Excess(+) Full Conversion INR INR Eighteen Thousand Four Hundred & Forty Eight Only

8 Providing and laying Densegraded Bituminous Macadam 50mm to 75mm thick (Grading II) with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a 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 9 Cum Excess(+) Full Conversion INR INR Five Lakh Seventy Two Thousand &Seventeen Only

9 Providing and laying Bituminous Concrete 30mm to 45mm thick ( Grading-II ) with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a 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 507 of MORT&H specifications 10 Cum Excess(+) Full Conversion INR INR Three Lakh Forty Eight Thousand Eight Hundred & Sixty Eight Only

10 Disposal of Malba outside the premises loading/unloading including all leads as desired by Engineer-in-charge 11 Cum Excess(+) Full Conversion INR INR One Lakh Seventy One Thousand Eight Hundred & Fifty Nine Only

11 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 12 Sqm Excess(+) Full Conversion INR INR Thirty Four Thousand Six Hundred & Forty Six Only

12 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) 13 Nos. Excess(+) Full Conversion INR INR One Thousand Only

13 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 12 i.e. Rs.2287188/- 16 Percentage Excess(+) Full Conversion INR INR Twenty Two Thousand Eight Hundred & Seventy Two Only

Total in Figures INR Twenty Three Lakh Ten Thousand &Sixty Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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