SPECIAL REPAIR OF J.H.D ROAD TO M.E.S ROAD KM 0.00 TO 4.85 KM (ROAD CODE J01061)

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

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

Name of Work :-DNIT FOR SPECIAL REPAIR OF J.H.D ROAD TO M.E.S ROAD KM 0.00 TO 4.85 KM (ROAD CODE J01061)

Contract No: Civil Works

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Unit 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 Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical specifications (Full surface area will be measured for payment) BI01010001010000000000000515BI010000152 8855 Sqm 5.27 Excess(+) Full Conversion INR

2 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. BI01010001010000000000000515BI010000153 3220 Rmt 82.26 Excess(+) Full Conversion INR

3 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 clause 404 of MORT&H specifications (Without Screening for low volume Roads/ undersigned) . BI01010001010000000000000515BI010000154 761.65 Cum 1866.14 Excess(+) Full Conversion INR

4 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 BI01010001010000000000000515BI010000155 8888.63 Sqm 85.45 Excess(+) Full Conversion INR

5 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 BI01010001010000000000000515BI010000156 26783.71 Sqm 24.3 Excess(+) Full Conversion INR

6 Providing and laying bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with paver finisher Mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications BI01010001010000000000000515BI010000157 1339.19 Cum 7766.63 Excess(+) Full Conversion INR

7 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 BI01010001010000000000000515BI010000158 26783.71 Sqm 24.3 Excess(+) Full Conversion INR

8 Providing and laying semi dense bituminous concrete 25mm to 30mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 IRC-111 (2009) specifications BI01010001010000000000000515BI010000159 669.59 Cum 10666.97 Excess(+) Full Conversion INR

9 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 BI01010001010000000000000515BI010000160 1155.67 Sqm 649.66 Excess(+) Full Conversion INR

10 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 BI01010001010000000000000515BI010000161 48 Nos. 1371.82 Excess(+) Full Conversion INR

11 Reinforced cement concrete M-15 grade Ordinary Kilometer Stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications BI01010001010000000000000515BI010000162 4 Nos. 2763.08 Excess(+) Full Conversion INR

12 Reinforced cement concrete M-15 grade Village Board of standard design fixing in position including painting and printing etc. complete as per PWD specifications BI01010001010000000000000515BI010000163 3 Nos. 5498.3 Excess(+) Full Conversion INR

13 Earth work excavation in ordinary soil, exclusive of compensation of earth:- Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods BI01010001010000000000000515BI010000164 1775.1 Cum 81.12 Excess(+) Full Conversion INR

14 Dressing of earth work (i) New work or remodeling work. BI01010001010000000000000515BI010000165 11834 Sqm 1.3 Excess(+) Full Conversion INR

15 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 BI01010001010000000000000515BI010000166 110 Mtr. 107.14 Excess(+) Full Conversion INR

16 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 @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm 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 And Definition Plate 600x200mm rectangular as per 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. specifications. 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 @ 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 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 .(b) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 BI01010001010000000000000515BI010000167 3 Nos. 3964.52 Excess(+) Full Conversion INR

17 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 (b) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 BI01010001010000000000000515BI010000168 3 Nos. 6921.4 Excess(+) Full Conversion INR

18 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 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 BI01010001010000000000000515BI010000169 1616 Nos. 256.75 Excess(+) Full Conversion INR

19 Vediography of road BI01010001010000000000000515BI010000170 1 Nos. 1000 Excess(+) Full Conversion INR

20 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above BI01010001010000000000000515BI010000171 Percentage 0.01 Excess(+) Full Conversion INR

21 Routine Maintenance Work (Part-II) Routine Maintenance work for 2nd year to 5th year 2nd Year after completion BI01010001010000000000000515BI010000172 4.85 Per Km 0 Full Conversion INR 4.85 Per Km. 70350.83

22 3rd Year after completion BI01010001010000000000000515BI010000173 Per Km 0 Full Conversion INR 4.85 Per Km. 101296.63

23 4th Year after completion BI01010001010000000000000515BI010000174 Per Km 0 Full Conversion INR 4.85 Per Km. 157650.85

24 5th Year after completion BI01010001010000000000000515BI010000175 Per Km 0 Full Conversion INR 4.85 Per Km. 197847.05

25 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above BI01010001010000000000000515BI010000176 0.01 Percentage 0 Full Conversion INR Percentage 0.01

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

Quoted Rate in Figures Select Routine Maintenance

Quoted Rate in Words