Modernization of Various New Const./Widening Link Road (G-3) Assembly Constituency Nabha (MC Nabha)Under Special Assistance to States 2025-26 Phase-II In Dist. Patiala Including Maintenance For Five Years One Year as Defect Liability Period

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

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION, PWD B&R, NABHA

Name of Work:Modernization of Various New Const./Widening Link Road (G-3) Assembly Constituency Nabha (MC Nabha)Under Special Assistance to States 2025-26 Phase-II In Dist. Patiala Including Maintenance For Five Years One Year as Defect Liability Period

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 in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Construction Work (Part-I) 1 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

2 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 (Full surface area will be measured for payment) 2 41754.5 sqm 5.27 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 Dismantling of brick on end edging 3 427.5 cum 144.33 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 Credit of Brick bats obtainted from dismantling of brick edging 4 213.7 cum 530.96 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 Credit of old Bricks obtainted from dismantling of brick edging 5 61559.18 cum 2.5 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Excavation for roadway by Mechinical Means 6 9979.34 cum 33.71 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 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 7 41814 Mtr. 96.67 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 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. 8 88013.57 Sqm 6.32 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 Construction of granular sub-base by providing coarse graded material grading-I, 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 9 6711.74 Cum 1614.03 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

10 Water Bound Macadam Grading I 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 Water Bound Macadam Grading II , watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (without screening) 10 4637.41 Cum 2201.76 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

11 Water Bound Macadam Grading II Providing, laying, spreading and compacting stone aggregates of Grading III 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 Water Bound Macadam Grading II, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (without screening) 11 16270.49 Cum 2201.22 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 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 12 104840.7 Sqm 85.52 Excess(+) Full Conversion INR

13 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 13 104840.7 Sqm 23.23 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

14 Providing and laying and compaction of bituminous Concrete 40mm 14 1470.63 cum 10832.35 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

15 Providing & laying and compaction of Open-Graded Premix Surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a continuous type hot mix plant with bituminous binder VG-10 @ 1.46 kg per sqm, carriage of mixed material to site of work and 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. 15 68074.85 Sqm 154.2 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

16 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 @ 0.68 kg per sqm. Carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT & H specifications. 17 68074.85 Sqm 59.31 Excess(+) Full Conversion INR

17 80mm thick factory make interlocking paving blcoks 18 3420 Sqm 848.32 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

18 Dressing of Earth work 19 50960.62 Sqm 1.3 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

19 Construction 5' span slab type culvert as per approved drawings & specifications 20 1 Each 311517 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

20 Construction 2' span slab type culvert as per approved drawings & specifications 21 2 Each 92474 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Construction of Causeway 18' Wide 22 144.5 Mtr. 24884.98 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

22 Construction of 12''X12'' side drain 23 100 mtr. 3960 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

23 Raising of Existing Side Drain 1'x1' 24 1743 Mtr. 1616 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

24 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 25 18 Each 2763.08 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

25 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 26 29 Each 5498.3 Excess(+) Full Conversion INR

26 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 27 206 Each 1371.82 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

27 Providing and making rumble strips 15-20mm highat centre, 250mm wide placed at 1m centre tocentre over freshly laid bituminous layer by usingclose graded premix surfacing material type B atapproved 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 28 479.4 Mtr. 110.95 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

28 Provinding and Erecting W type Metal beam 29 450 Mtr. 2758.53 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

29 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. Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 30 86 Each 3283.14 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

30 Mandatory sign board 600mm circular 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 60x60x3.2mm 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 31 16 Each 3762.35 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

31 Providing & Fixing 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 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 specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 32 8 Each 3979.12 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

32 Egdge ling Curve on Junction 33 4627.22 Mtr. 649.66 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

33 Place Indentification Sign Board 900x600mm 34 30 each 6921.4 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

34 Moulded Shank Road Stud 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 35 5980 each 256.75 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

35 Utility Shifting 36 3 each 183333 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

36 Vediography 37 8 Each 1000 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

37 Add 1% Cultural affairs and Heritage Maintenance cess 44 Percentage 0.01 Excess(+) Full Conversion INR

38 Routine maintenance (Part-II) 1st year will be considered as defect liability period 45 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

39 Routine maintenance for 2nd Year after completion 46 21.03 Per Km 71622.3 Full Conversion INR 2.5 Cost per km of more than 10' wide roads

40 Routine maintenance for 3rd Year after completion 47 21.03 Per Km 98309.22 Full Conversion INR 2.5 Cost per km of more than 10' wide roads

41 Routine maintenance for 4th Year after completion 48 21.03 Per Km 133214.31 Full Conversion INR 2.5 Cost per km of more than 10' wide roads

42 Routine maintenance for 5th Year after completion 49 21.03 Per Km 163329.29 Full Conversion INR 2.5 Cost per km of more than 10' wide roads

43 Add 1% Cultural affairs and Heritage Maintenance cess 50 Percentage 0.01 Excess(+) Full Conversion INR

Total in Figures Upgradation Cost only 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

Total Routine Maintenance cost only