DNIT FOR MODERNIZATION OF VARIOUS RURAL LINK ROADS UNDER THE SCHEME SPECIAL CENTRAL ASSISTANCE PHASEII 2025 26 OF MARKET COMMITTEE JALANDHAR CANTT ADAMPUR BHOGPPUR JALANDHAR CITY GROUP NO 4

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

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

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

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 Dismantling stone pitching or soling a) Stone pitching dry BI01010001010000000000000515BI010000116 387.62 Cum 184.36 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

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. BI01010001010000000000000515BI010000117 79794.2 Sqm 6.32 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 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) BI01010001010000000000000515BI010000118 31134.03 Sqm 5.05 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 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 BI01010001010000000000000515BI010000120 28886 Mtr 92.44 Excess(+) Full Conversion INR

6 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 BI01010001010000000000000515BI010000121 4237.35 Cum 1574.74 Excess(+) Full Conversion INR

7 Relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded matereal grading-II spreading in uniform layers with motor grader on prepared surface, mixing by mix by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per technical clause 404 o MORT&H specifications BI01010001010000000000000515BI010000122 232.57 Cum 146.44 Excess(+) Full Conversion INR

8 Providing, laying, spreading and compacting stone aggregates of Grading I 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 BI01010001010000000000000515BI010000123 3545.61 Cum 1869.78 Excess(+) Full Conversion INR

9 Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including preading 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 BI01010001010000000000000515BI010000124 5824.16 Cum 1879.32 Excess(+) Full Conversion INR

10 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. BI01010001010000000000000515BI010000125 77531.31 Sqm 83.17 Excess(+) Full Conversion INR

11 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 BI01010001010000000000000515BI010000126 149270.01 Sqm 23.28 Excess(+) Full Conversion INR

12 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 BI01010001010000000000000515BI010000127 97627.18 Sqm 143.71 Excess(+) Full Conversion INR

13 Providing and laying bituminous concrete 30mm to 45mm thick with continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, Carrige of mixed material to site of work laying with paver finisher with mechanical 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. NOTES : - (i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : - i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications. ii) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC. BI01010001010000000000000515BI010000128 2065.71 Cum 10996.09 Excess(+) Full Conversion INR

14 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 BI01010001010000000000000515BI010000129 101949.58 Sqm 55.47 Excess(+) Full Conversion INR

15 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 BI01010001010000000000000515BI010000130 15379.02 Cum 81.12 Excess(+) Full Conversion INR

16 Dressing of earth work New work or remodeling work unit BI01010001010000000000000515BI010000131 30939.2 Sqm 1.3 Excess(+) Full Conversion INR

17 Providing and making rumble strips with thermoplastic paint 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 BI01010001010000000000000515BI010000132 899.8 Mtr. 106.94 Excess(+) Full Conversion INR

18 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 BI01010001010000000000000515BI010000133 286 Each 1371.82 Excess(+) Full Conversion INR

19 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications BI01010001010000000000000515BI010000134 40 Each 5498.3 Excess(+) Full Conversion INR

20 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 BI01010001010000000000000515BI010000135 33 Each 2763.08 Excess(+) Full Conversion INR

21 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 . b (i) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 including 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 BI01010001010000000000000515BI010000136 35 Each 3964.52 Excess(+) Full Conversion INR

22 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 BI01010001010000000000000515BI010000137 4 Each 4443.73 Excess(+) Full Conversion INR

23 (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. b-i) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012. including 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 BI01010001010000000000000515BI010000138 1600 Each 256.75 Excess(+) Full Conversion INR

24 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. BI01010001010000000000000515BI010000139 4 Each 3979.12 Excess(+) Full Conversion INR

25 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. BI01010001010000000000000515BI010000140 12062.18 Sqm 649.66 Excess(+) Full Conversion INR

26 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 b) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 BI01010001010000000000000515BI010000141 8 Each 6921.4 Excess(+) Full Conversion INR

27 Construction of 1.50' dia Hume pipe Culvert complete in all respects with entire satisfation of Engineer-in-charge. BI01010001010000000000000515BI010000142 2 Each 55612.97 Excess(+) Full Conversion INR

28 Constn. of Cement Concrete road with Hard Shoulders 60mm Paver block complete in all respects with entire satisfation of Engineer-in-charge. BI01010001010000000000000515BI010000143 610 Mtr 4066.4 Excess(+) Full Conversion INR

29 Constn. of Hard Shoulder with 60mm Interlocking Pvaers on Berms complete in all respects with entire satisfation of Engineer-in-charge. BI01010001010000000000000515BI010000144 7190 Mtr 1979.75 Excess(+) Full Conversion INR

30 Construction of road with 80mm Interlocking paver blocks tile complete in all respects with entire satisfation of Engineer-in-charge. BI01010001010000000000000515BI010000145 8136.85 Sqm 1876.77 Excess(+) Full Conversion INR

31 Name of Work :- DNIT FOR MODERNIZATION OF VARIOUS RURAL LINK ROADS UNDER THE SCHEME SPECIAL CENTRAL ASSISTANCE (PHASE-II) 2025-26 OF MARKET COMMITTEE :- JALANDHAR CANTT, ADAMPUR, BHOGPUR & JALANDHAR CITY (GROUP No.4) BI01010001010000000000000515BI010000146 1420 Mtr 4035.75 Excess(+) Full Conversion INR

32 Construction of cement concrete pavement for 10' wide road complete in all respects with entire satisfation of Engineer-in-charge. BI01010001010000000000000515BI010000147 7190 Mtr 6726.08 Excess(+) Full Conversion INR

33 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) BI01010001010000000000000515BI010000148 27 Each 1000 Excess(+) Full Conversion INR

34 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 50m BI01010001010000000000000515BI010000149 Percentage 0.02 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

35 Routine Maintenance Work (Part-II) Routine maintenance after completion of construction work as per periodicity to routine maintenance mention in the technical specifications. BI01010001010000000000000515BI010000150 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

36 1st Year after completion (Defects Liability Period) BI01010001010000000000000515BI010000151 38.4 Per Km 0 Full Conversion INR Per Km. 0

37 2nd Year after completion BI01010001010000000000000515BI010000152 Per Km 0 Full Conversion INR Per Km. 59734.55

38 3rd Year after completion BI01010001010000000000000515BI010000153 Per Km 0 Full Conversion INR Per Km. 80159.09

39 4th Year after completion BI01010001010000000000000515BI010000154 Per Km 0 Full Conversion INR Per Km. 113836.59

40 5th Year after completion BI01010001010000000000000515BI010000155 Per Km 0 Full Conversion INR Per Km. 139136.97

41 Add cost of Heritage & Cutlural Cess @ 1.00% Construction of cement concrete pavement for 18' wide road complete in all respects with entire satisfation of Engineer-in-charge. Per Km 0 Full Conversion INR Per Km. 0.01

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

Quoted Rate in Figures Select Total Routine Maintenance Amount in Rupees

Quoted Rate in Words