Upgradation of Dagan to Budhabarh via Bhavnali Road and NH1A to Unchi Bassi Gr. NO. 2

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

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION, PWD B&R Br., Mukerian

Name of Work: Upgradation of Dagan to Budhabarh via Bhavnali Road and NH1A to Unchi Bassi [Sec. NHIA to Dhanoya upto River Bed] (Designed Road) and 15 Nos. various Link Road under Special Assistance Scheme 2025-26 Phase-II [Group No.2] in District Hoshiarpur

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 Designed Road Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications [CSR 24.3] 1034 Cum 292 Excess(+) Full Conversion INR 11.22 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

2 Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters [CSR 24.3b] 4207.5 Sqm 5.27 Excess(+) Full Conversion INR 11.22

3 Loosening, leveling and compacting original ground up to a level of 225mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications ( Where Earth work done by Villagers) For Re-Construction Portion 3102 Overhead sign board 6000x1500mm cantilever type double sided 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 40x40x6mm an 6.32 Excess(+) Full Conversion INR 10061.28 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

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 [CSR 24.8] 3337.95 Cum 1426.37 Excess(+) Full Conversion INR 11.22 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

5 Relaying of recovered material obtained from dismantling of road crust as Construction of granular sub-base by providing coarse graded material grading-I, spreading in uniform layers with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications as per CSR 24.7 1240.8 Cum 146.44 Excess(+) Full Conversion INR 11580.53 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

6 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 [CSR 24.13] 5209.88 Cum 1714.95 Excess(+) Full Conversion INR 11279.38 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

7 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 [CSR 24.15] 211007.5 Sqm 35.14 Excess(+) Full Conversion INR 33.71 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

8 Add 1% Cancer Cess 110605 Sqm 11.57 Excess(+) Full Conversion INR 7758.68 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

9 Providing and laying Dense graded bituminous macadam (Grade-II) 50mm -75mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, carriage of mixed material to site of work, laying with 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 NOTES:- (i) Job mix formula for the dense bituminous macadam 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 @ 4.50% 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 conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT&H specifications. II.) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT&H specifications shall be determined after getting the dense bituminous macadam 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 forth 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 dense bituminous macadam after compaction will be not less than 2.30 gm/CC 5530.25 Cum 9357.77 Excess(+) Full Conversion INR 11.22 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

10 Providing and applying tack coat with coat with bitumen SS emulsition using bitumen pressure distributor at the rate of 25 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 For DGBM 58300 Sqm 11.61 Excess(+) Full Conversion INR 11580.53 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

11 Providing and laying bituminous concrete (Grade-II) 30mm thick 30-45 mm with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, carriage of mix material to site of work , 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. 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. i) 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) Final 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. 1749 Cum 10729.45 Excess(+) Full Conversion INR 11.22 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

12 Providing and applying tack coat with penetration grade bitumen SS bitumen emulsition pressure distributor at the rate of 25 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 For BC 46750 Sqm 11.52 Excess(+) Full Conversion INR 11580.53 0.2485

13 Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, laying with a hydrostatic paver finisher with sensor control 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 1168.75 Cum 10090.3 Excess(+) Full Conversion INR 11580.53

14 Providing and applying tack coat with bitumen SS emulsition using bitumen pressure distributor at the rate of 25 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 For SDBC 726.75 Sqm 11.56 Excess(+) Full Conversion INR 11.22 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

15 Providing and laying Dense graded bituminous macadam (Grade-II) 50mm -75mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, carriage of mixed material to site of work, laying with 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 36.38 Cum 9362.18 Excess(+) Full Conversion INR 11580.53 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

16 Improvement of Link Roads of taking from road 3.05 Mtr. Wide road Providing and applying tack coat bitumen SS emulsition using bitumen pressure distributor at the rate of 25 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 1090.04 Sqm 11.56 Excess(+) Full Conversion INR 292 0.2485

17 Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a hydrostatic paver finisher with sensor control 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 11.2 Cum 10729.46 Excess(+) Full Conversion INR 33.71 0.2485

18 Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, laying with a hydrostatic paver finisher with sensor control 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 10090.31 Excess(+) Full Conversion INR 11.22 0.2485 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

19 Earth Work on Berms with an average lead of 5.00 Km 5683.67 Cum 478.54 Excess(+) Full Conversion INR 6.6 0.2485

20 Construction of embankment with earth work obtained for roadway cutting of execavation CSR 24.5 b 3530.08 Cum 99.03 Excess(+) Full Conversion INR 146.43 0.2485

21 Construction of 4'-6" High Retaining Wall as per Standard Design / Specification 270 Mtr. 10972.24 Excess(+) Full Conversion INR 146.43 0.2485

22 Construction of 6' High Retaining Wall as per Standard Design / Specification 145 Mtr. 15197.37 Excess(+) Full Conversion INR 146.43 0.2485

23 Construction of 8' High Retaining Wall as per Standard Design / Specification 96 Mtr. 18395.97 Excess(+) Full Conversion INR 146.43 0.2485

24 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 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 screeening [CSR 24.12ii] 560 Mtr. 2265.86 Excess(+) Full Conversion INR 1793.09 0.2485

25 Construction of Side Drain as per PWD Specification 1 Each 130835 Excess(+) Full Conversion INR 11580.53 0.2485

26 Construction of 2'-6" Slab Type Culvert as per PWD Specification 149 Mtr. 4301.14 Excess(+) Full Conversion INR 33.71 0.2485

27 Providing Zebra Crossing / Centre Line [CSR 24.57] 3760.32 Sqm 324.92 Excess(+) Full Conversion INR 33.71 0.2485

28 Laying of interlocking paver in builtup area complete in all respect 9 Each 6991 Excess(+) Full Conversion INR 33.71 0.2485

29 Painting Kilometre stones with synthetic enamel paint - two coat work - Ordinary Kilometre Stone [CSR 16.57-a-ii] 18 Each 356.11 Excess(+) Full Conversion INR 3830.58 0.2485

30 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. 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 supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. [CSR 24.63] 2832 Each 256.75 Excess(+) Full Conversion INR 4930.96 0.2485

31 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 Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 [CSR 24.51] 14 Each 3979.14 Excess(+) Full Conversion INR 203.11 0.2485

32 Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. [CSR 24.56a] 10000 Mtr. 2758.53 Excess(+) Full Conversion INR 62.16 0.2485

33 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. 430 Sqm 69.53 Excess(+) Full Conversion INR 62.16 0.2485

34 Providing and applying tack coat with bitumen emulsition RS using bitumen pressure distributor at the rate of 25 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 2 Each 242147.5 Excess(+) Full Conversion INR 33.71 0.2485

35 Cautionary sign board 900x900x900mm 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 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum 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 0.45x0.45x0.75m 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 [CSR 24.44a] 18 Each 3683.06 Excess(+) Full Conversion INR 3830.58 0.2485

36 Add Videography 17663.05 Sqm 5.46 Excess(+) Full Conversion INR 3830.58 0.2485

37 Dismantling brick edging Complete as per CSR 8.5 i 219.05 Cum 148.77 Excess(+) Full Conversion INR 3830.58 0.2485

38 Dismantling stone pitching or soling (Stone pitching dry) as per CSR item No.8.2a 594.25 Cum 184.9 Excess(+) Full Conversion INR 3830.58 0.2485

39 Compaction of earthwork and preparation of sub-grade including loosening leveling of earth 225 mm 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 table 300-2 as per technical clause 305 of MORT&H Specifications as per CSR 24.4c 6577 Sqm 6.34 Excess(+) Full Conversion INR 3830.58 0.2485

40 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 as per CSR 24.14 14030 Mtr. 85.74 Excess(+) Full Conversion INR 3830.58 0.2485

41 Relaying of recovered material obtained from dismantling of road crust as 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 as per CSR 24.7 356.55 Cum 146.85 Excess(+) Full Conversion INR 3830.58 0.2485

42 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 as per CSR 24.7 401.41 Cum 1340.95 Excess(+) Full Conversion INR 3830.58 0.2485

43 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 [CSR 24.11ii] 301.05 Cum 1566.87 Excess(+) Full Conversion INR 3830.58 0.2485

44 Upgradation of 16 Nos. various Link Roads 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. 1677.13 Cum 1568.65 Excess(+) Full Conversion INR 3830.58 0.2485

45 Credit of materials (From Raising & Strength 109.71 Cum 531 Excess(+) Full Conversion INR 3830.58 0.2485

46 ening) Bricks bats 40510.8 Nos 2.5 Excess(+) Full Conversion INR 3830.58 0.2485

47 Credit of materials (From Raising & Strengthening) Bricks 22309.37 Sqm 81.04 Excess(+) Full Conversion INR 3830.58 0.2485

48 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 as per CSR 24.24 71354.24 Sqm 23.45 Excess(+) Full Conversion INR 3830.58 0.2485

49 Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm as per CSR 24.16 b 71354.24 Sqm 137.65 Excess(+) Full Conversion INR 3830.58 0.2485

50 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 as per CSR 24.25 a 71354.24 Sqm 58.12 Excess(+) Full Conversion INR 3830.58 0.2485

51 Providing and laying seal coat type-B Complete as per CSR 24.28 c 6470.7 Cum 85.67 Excess(+) Full Conversion INR 3830.58 0.2485

52 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 Complete as per CSR Item no 6.2 (a) 1 Each 31928 Excess(+) Full Conversion INR 3830.58 0.2485

53 Construction of 1' Dia Hume Pipe Culvert as per Standard Design 2 Each 280825 Excess(+) Full Conversion INR 3830.58 0.2485

54 Construction of 5' Span Slab Type Culvert as per Standard Design 105 Mtr. 995.56 Excess(+) Full Conversion INR 3830.58 0.2485

55 Construction of Side Drain Type-IV as per Standard Design 410 Mtr. 2299 Excess(+) Full Conversion INR 3830.58 0.2485

56 Construction of Side Drain Lime 12" x 12" as per Standard Design 1370 Mtr. 6454.19 Excess(+) Full Conversion INR 3830.58 0.2485

57 Construction of Concrete Pavement [10' Wide] as per Standard Design 210 Mtr. 6939 Excess(+) Full Conversion INR 3830.58 0.2485

58 Construction of Concrete Pavement [12' Wide] as per Standard Design 1806 Mtr. 2325.75 Excess(+) Full Conversion INR 3830.58 0.2485

59 Construction of Concrete Topping [10' Wide] as per Standard Design 956 Mtr. 2829.34 Excess(+) Full Conversion INR 3830.58 0.2485

60 Construction of Concrete Topping [12' Wide] as per Standard Design 18 Mtr. 4289.17 Excess(+) Full Conversion INR 3830.58 0.2485

61 Construction of Concrete Topping [18' Wide] as per Standard Design 1384 Mtr. 5415.08 Excess(+) Full Conversion INR 3830.58 0.2485

62 Construction of Concrete Topping [23' Wide] as per Standard Design 1669 Mtr. 4392.41 Excess(+) Full Conversion INR 3830.58 0.2485

63 Constn. Of 60mm Interlocking Tile [10' Wide'] as per PWD Specification 955 Mtr. 4801.2 Excess(+) Full Conversion INR 3830.58 0.2485

64 Constn. Of 80mm Interlocking Tile [10' Wide'] as per PWD Specification 230 Mtr. 7137.6 Excess(+) Full Conversion INR 3830.58 0.2485

65 Construction of 4'-6" High Retaining Wall as per Standard Design / Specification 476 Mtr. 10861.18 Excess(+) Full Conversion INR 3830.58 0.2485

66 Construction of 6' High Retaining Wall as per Standard Design / Specification 26 Mtr. 17433 Excess(+) Full Conversion INR 3830.58 0.2485

67 Construction of 10' High Retaining Wall as per Standard Design / Specification 47 Mtr. 19881.49 Excess(+) Full Conversion INR 3830.58 0.2485

68 Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. [CSR 24.56a] 168 Mtr. 2618.44 Excess(+) Full Conversion INR 3830.58 0.2485

69 Construction of 12' High Retaining Wall as per Standard Design / Specification 26 Mtr. 3047.04 Excess(+) Full Conversion INR 3830.58 0.2485

70 Reinforcement Cement Concrete Crash Barrier complete in all respect 7 Each 2763 Excess(+) Full Conversion INR 3830.58 0.2485

71 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 10 Each 5498.3 Excess(+) Full Conversion INR 3830.58 0.2485

72 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 3 Each 3547.33 Excess(+) Full Conversion INR 3830.58 0.2485

73 Providing Zebra Xrossing Each for 2 Km complete in all respect 5592 Sqm 324.92 Excess(+) Full Conversion INR 3830.58 0.2485

74 Providing & Fixing Board every 2 Km complete in all respect 21 Each 1950 Excess(+) Full Conversion INR 3830.58 0.2485

75 Providing Edge Line complete in all respect 20 Each 6991 Excess(+) Full Conversion INR 3830.58 0.2485

76 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 15 Each 1000 Excess(+) Full Conversion INR 3830.58 0.2485

77 Add 1% Cultural Affairs & Heritage Maintenance Cess percentage 0.01 Excess(+) Full Conversion INR

78 Providing and Fixing Board Each for 2 Km complete in all respect percentage 0.01 Excess(+) Full Conversion INR

79 Routine Maintenance - Designed Road Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) = 19.1 Km 56949.95 Full Conversion INR

80 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) = Km 87772.57 Full Conversion INR

81 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year) = Km 146140.21 Full Conversion INR

82 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year) = Km 186918.12 Full Conversion INR

83 Routine Maintenance - 16 Nos. various Link Road Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) = 22.707 Km 39136.43 Full Conversion INR

84 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) = Km 54562.07 Full Conversion INR

85 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year) = Km 81942.7 Full Conversion INR

86 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year) = Km 101778.48 Full Conversion INR

87 Add 1% Cultural Affairs & Heritage Maintenance Cess percentage 0.01 Excess(+) Full Conversion INR

Total in Figures 113718 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