S/R of LR Nabha Bir Dosanjh Road to Babarpur L-9.30km Group No. 10 MC Nabha under SR Programme 2022-23, 2023-24 and 2024-25 Including Maintenance for 5 Years

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

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

Name of Work:Special Repair of Link Road Nabha Bir Dosanjh Road to Babarpur length 9.30 km Group No-10 (MC Nabha) Under Special Repair Proagramme 2022-23,2023-24,2024-25 In Dist. Patiala Including Maintenance of Road For Five Years (One Year Defect Liability Period+Four Years Maintenance 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 Dismantling of brick on end edging 2 Cum Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 Credit of Brick bats obtainted from dismantling of brick edging 3 Cum Excess(+) Full Conversion INR INR Minus Five Lakh Fourteen Thousand Two Hundred & Eighty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 Credit of old Bricks obtainted from dismantling of brick edging 4 Each Excess(+) Full Conversion INR INR Minus Six Lakh Ninety Seven Thousand Three Hundred & Ninety Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

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 5 Mtr. Excess(+) Full Conversion INR INR Four Lakh Sixty Four Thousand &Sixteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Dismantling stone pitching or soling. (a) Stone pitching dry 6 Cum Excess(+) Full Conversion INR INR Two Lakh Seventeen Thousand Seven Hundred & Seventy Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 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 30m. 7 Cum Excess(+) Full Conversion INR INR Sixty Nine Thousand One Hundred & Sixty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 Relaying of recovered material as GSB obtained from dismanteled road crust as per MORT&H specifications 8 Cum Excess(+) Full Conversion INR INR One Lakh Three Thousand Seven Hundred & Eighty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 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. 9 Sqm Excess(+) Full Conversion INR INR Two Lakh Fifteen Thousand Six Hundred & Fifty Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

10 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 10 Cum Excess(+) Full Conversion INR INR Fourteen Lakh Fifty One Thousand Seven Hundred & Twenty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

11 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) 11 Cum Excess(+) Full Conversion INR INR Nine Lakh Six Thousand Four Hundred & Forty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 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) 12 Cum Excess(+) Full Conversion INR INR Six Lakh Thirty Five Thousand Four Hundred & Eighty Seven Only

13 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 13 Sqm Excess(+) Full Conversion INR INR Eighty Nine Thousand Seven Hundred & Eighty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

14 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 14 Sqm Excess(+) Full Conversion INR INR Fourteen Lakh Seventy Six Thousand Three Hundred & Sixty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

15 Dense Graded Bituminous Macadam 50mm to 75mm thickness (Grading II) (b) Providing and laying dense graded bituminous macadam 50mm to 75mm thick 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 15 Cum Excess(+) Full Conversion INR INR One Crore Sixty Two Lakh Ninety Thousand Nine Hundred & Thirty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

16 Semi-Dense Bituminous Concrete 25mm to 30mm thickness (Grading II) (b) i 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 16 Cum Excess(+) Full Conversion INR INR Eighty One Lakh Seventy Thousand Three Hundred & Sixty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

17 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) 17 Cum Excess(+) Full Conversion INR INR One Lakh Forty Nine Thousand Three Hundred & Thirty Seven Only

18 Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 18 Cum Excess(+) Full Conversion INR INR Thirty Four Lakh Fifty Thousand &Sixty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

19 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth 19 Cum Excess(+) Full Conversion INR INR Forty Nine Lakh Nineteen Thousand Three Hundred & Fifteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

20 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth 20 Cum Excess(+) Full Conversion INR INR Twenty Three Lakh Forty Six Thousand Two Hundred & Thirty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. 21 Sqm Excess(+) Full Conversion INR INR Fifty Nine Lakh Thirty Six Thousand Three Hundred & Fifty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

22 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth 22 cum Excess(+) Full Conversion INR INR Two Lakh Twenty Seven Thousand Five Hundred & Fourteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

23 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete 23 QTL Excess(+) Full Conversion INR INR Sixteen Lakh Seventy Four Thousand Three Hundred & Fifty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

24 Dismantling brick or flagged stone flooring without concrete base. 24 cum Excess(+) Full Conversion INR INR Fifty Five Thousand Two Hundred & Thirteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

25 Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond with rough dressing of soil, final dressing of earth to give level surface and camber. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects. 25 Sqm Excess(+) Full Conversion INR INR Eighty Six Lakh Twenty Thousand Seven Hundred & Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

26 Construction of Embankment with Earth obtained from Roadway Cutting or Excavation (b) Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications 26 cum Excess(+) Full Conversion INR INR One Lakh Ninety One Thousand Two Hundred & Fifteen Only

27 Construction of Embankment with Good Quality Earth obtained from Borrow pits (a) Construction of mbankment 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 305 of MORT&H specifications 27 cum Excess(+) Full Conversion INR INR Two Lakh Seventy Five Thousand Three Hundred & Thirty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

28 Protection Work (Retaning Wall 7.5' High) 28 Mtr. Excess(+) Full Conversion INR INR Sixty Nine Lakh Two Thousand Seven Hundred Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

29 Construction 5' span slab type culvert as per approved drawings & specifications 29 Each Excess(+) Full Conversion INR INR Three Lakh Eleven Thousand Five Hundred & Forty One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

30 Construction 2' span slab type culvert as per approved drawings & specifications 30 Each Excess(+) Full Conversion INR INR One Lakh Eighty Four Thousand Eight Hundred & Sixteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

31 Construction of 12"x18" Side Drain 31 Mtr. Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

32 Construction of existing Side Drain 1'x1' 32 Mtr. Excess(+) Full Conversion INR INR Forty Four Lakh Forty Four Thousand Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

33 Kilometer Stone for Village Roads (c) 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 33 Each Excess(+) Full Conversion INR INR Twenty Four Thousand Eight Hundred & Sixty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

34 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 34 Each Excess(+) Full Conversion INR INR One Lakh Twenty Thousand Nine Hundred & Sixty Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

35 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 35 Each Excess(+) Full Conversion INR INR One Lakh Seven Thousand &Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

36 Rumble Strips with thermoplastic road marking (a) 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 36 Mtr. Excess(+) Full Conversion INR INR Twenty Five Thousand Five Hundred & Fifty Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

37 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 37 Each Excess(+) Full Conversion INR INR Eighty Five Thousand Three Hundred & Sixty Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

38 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 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 38 Each Excess(+) Full Conversion INR INR Thirty Seven Thousand Six Hundred & Twenty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

39 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 39 Each Excess(+) Full Conversion INR INR Fifty Five Thousand Seven Hundred & Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

40 Edge line on Curves & Junction Zbersa Crossing Junction 40 sqm Excess(+) Full Conversion INR INR Ten Lakh Seventy Thousand Three Hundred & Fifteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

41 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 41 No. Excess(+) Full Conversion INR INR Nine Lakh Thirty Four Thousand Five Hundred & Seventy Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

42 Flexible Median Marker 42 No. Excess(+) Full Conversion INR INR Thirty Thousand Two Hundred & Fifty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

43 Vediography 43 Each Excess(+) Full Conversion INR INR One Thousand Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

44 Add 1% Cultural affairs and Heritage Maintenance cess 44 Percentage Excess(+) Full Conversion INR INR Seven Lakh Twenty Eight Thousand Five Hundred & Thirty Seven Only

45 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

50 Add 1% Cultural affairs and Heritage Maintenance cess 50 Percentage Excess(+) Full Conversion INR INR Thirty Eight Thousand One Hundred & Forty Eight Only

Total in Figures Upgradation Cost only INR Seven Crore Thirty Five Lakh Eighty Two Thousand One Hundred & Ninety Seven Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

Total Routine Maintenance cost only

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