NIT NO: 808/TC/2026-27

Nit Schedule For Construction of Koni (Sendri) Mopka Bypass Four Lane (Cement Concrete) Road Length 13.40 km.

PAC Rs. 7573.31 Lacs

SERIAL No. Department SOR Year Item Code Item Unit Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field (Y/N) 757,331,299

1 PWD PWD ROAD 2025 2.1 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads & lifts and filling in depression/pit with suitable soil including compaction in layers at OMC as directed by Engineer-in-charge and as per relevant clauses of section-200 for :- i) Girth from 300 mm to 600 mm Each 325.00 85.00 27,625 0 0 N

2 PWD PWD ROAD 2025 2.4 Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth up to300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including all leads and lifts removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. A In area of light jungle Hectare 61253.00 24.12 1,477,422 0 0 N

3 PWD PWD ROAD 2025 2.6 Dismantling of flexible pavements and disposal of dismantled materials including all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Cum 864.00 6566.00 5,673,024 0 0 N

4 PWD PWD ROAD 2025 2.14 Dismantling of kilometer stone including cutting of earth, foundation and disposal of dismantled material with all leads & lifts and back filling of pit with suitable soil including compatinc in layers at OMC as directed by Engineer-in-Charge. A) 5th KM stone Each 471.00 2.00 942 0 0 N

5 PWD PWD ROAD 2025 B Ordinary KM Stone Each 279.00 13.00 3,627 0 0 N

6 PWD PWD ROAD 2025 C Hectometer Stone Each 56.00 52.00 2,912 0 0 N

7 PWD PWD ROAD 2025 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300. Cum 103.00 209673.77 21,596,398 0 0 N

8 PWD PWD ROAD 2025 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Cum 238.00 176236.80 41,944,358 0 0 N

9 PWD PWD ROAD 2025 3.24 Embankment Construction with Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material. Construction of embankment with fly ash conforming to table 1 of IRC:SP:58 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC:SP:58 and as per approved plans. B) Excluding Transportation of Fly Ash Cum 86.00 304384.38 26,177,057 0 0 N

10 PWD PWD ROAD 2025 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area Construction of sub-grade with approved material/selected soil having C.B.R. > 8 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 cum 268.00 181794.65 48,720,966 0 0 N

11 PWD PWD ROAD 2025 4.2 Drainage Layer of Granular Sub-Base for RIGID PAVEMENT Construction of granular sub-base by providing graded granular material mechanically mixed in plant confirming to required grading mentioned in Appendix-VI and Clause 5.7.3.9 of IRC:58-2015, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. By Plant mix Method (with mechanically crushed stone only) For Sub-Base as per AASTHTO 93 : Grading 6 of Table VI cum 1494.00 71447.09 106,741,945 0 0 N

12 PWD PWD ROAD 2025 6.1 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub-base as per IRC:SP-49 over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601. cum 2562.00 31583.78 80,917,632 0 0 N

13 PWD PWD ROAD 2025 6.2 Cement Concrete Pavement Construction of unreinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form / fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602. B) Using FIXED Form Paver With Cement concrete grade M-40 and minimum cement content (a), 400 kg/cum. cum 5041.00 63363.41 319,414,925 0 0 N

14 PWD PWD ROAD 2025 4.11 Construction of Shoulders Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting, watering, rolling etc. complete as per clause 408. A) With Vibratory roller Cum 327.00 6855.75 2,241,830 0 0 N

15 PWD PWD ROAD 2025 9.4 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. A) 450 mm dia Meter 1650.00 450.00 742,500 0 0 N

16 PWD PWD ROAD 2025 B 600 mm dia Meter 2440.00 450.00 1,098,000 0 0 N

17 PWD PWD ROAD 2025 9.7 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia complying to IS:458, across the road (new construction), extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, excluding constructing head walls at ends, providing a fill of granular material over top and sides of RCC pipes, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 and approved drawings. A) NP-3 Pipe i) Single row for one utility service 300 mm dia Meter 1117.00 300.00 335,100 0 0 N

18 PWD PWD ROAD 2025 ii) Double row for two utility Meter 2136.00 300.00 640,800 0 0 N

19 PWD PWD ROAD 2025 11.5 Half Brick Circular Tree Guard, in 2nd class Brick, internal diameter 1.25 meters, and height 1.2 meters, above ground and 0.20 meter below ground (Half brick circular tree guard, in 2nd class brick, internal diameter 1.25 meters, and height 1.2 meters, above ground and 0.20 meter below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement : 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete) Each 1593.00 268.00 426,924 0 0 N

20 PWD PWD ROAD 2025 12.7 Providing and planting of 4’0” to 5’0” heighted Ficus prestige/Blackiana plants with 1’6” x 1’6” depth pit formation and soil preparation, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. Each 627.00 268.00 168,036 0 0 N

21 PWD PWD ROAD 2025 12.8 Providing and planting of Bogenbelia dwarf, chandni dwarf, kaner dwarf vr flower bearing plants with O’9” x 0’9” depth pit formation and soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. Each 84.00 1000.00 84,000 0 0 N

22 PWD PWD ROAD 2025 12.9 Providing and planting of dwarf red Ekalyha plants showing mass effect view with 0’9” x 0’9”xl’0” depth pit formation and soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. Each 68.00 800.00 54,400 0 0 N

23 PWD PWD ROAD 2025 12.11 Providing and planting of Golden durenta multi branches plants for showing mass effect in 0’6” x 0’6” distance with soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. Each 173.00 800.00 138,400 0 0 N

24 PWD PWD ROAD 2025 9.8 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M20 cum 4255.00 4342.00 18,475,210 0 0 N

25 PWD PWD ROAD 2025 9.8 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M15 cum 3815.00 4292.90 16,377,429 0 0 N

26 PWD PWD ROAD 2025 9.1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfdling with approved material as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge.Ordinary soil upto 3 m depth cum 130.00 2441.54 317,400 0 0 N

27 PWD PWD ROAD 2025 9.10 Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504. cum 2486.00 576.00 1,431,936 0 0 N

28 PWD PWD ROAD 2025 9.11 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504. cum 2232.00 405.00 903,960 0 0 N 92.726806

29 PWD PWD BRIDGE 2025 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. cum 1278.00 108.00 138,024 0 0 N

30 PWD PWD ROAD 2025 2.5 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with including all leads and lifts and as per relevant clauses of section-200 in ix) Removing all type of Hume Pipes in serviceable condition without damaging the pipe and Stacking with all lifts and lead excluding Earthwork and Dismantling of Masonry Works. a) Up to 1000 mm dia Meter 609.00 462.50 281,663 0 0 N

31 PWD PWD ROAD 2025 (i) Lime / Cement Concrete B) Cement Concrete Grade M-15 & M-20 cum 563.00 355.61 200,207 0 0 N

32 PWD PWD ROAD 2025 9.2 Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes, for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 and bedding aas per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. C) 1000 mm dia meter 6781.00 900.00 6,102,900 0 0 N

33 PWD PWD ROAD 2025 D 1200 mm dia meter 9552.00 210.00 2,005,920 0 0 N TOE WALL

34 PWD PWD BRIDGE 2025 2.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification , including setting out,construction of shoring and bracing, removal of stums and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (A) Ordinary soil Up to 3 m depth Cum 161.00 2494.80 401,663 0 0 N 100415.7 200831.4 -200831.60 623.7 623.7

35 PWD PWD BRIDGE 2025 ii) Up to 3 m depth (i/c Dewatering) Add 20% in Rate for Dewatering Cum 193.20 1580.04 305,264 0 0 N 80332.56 160665.12 -144598.88 415.8 374.22

36 PWD PWD BRIDGE 2025 iii) From 3 m to 6 m depth (i/c Dewatering) Add 20% in Rate for Dewatering Cum 220.80 1580.04 348,873 0 0 N 91808.64 183617.28 -165255.72 415.8 374.22

37 PWD PWD BRIDGE 2025 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. ( A) Using batch type concrete mixer with integrated weigher. ( i) PCC M- 15 Grade Cum 4791.00 248.49 1,190,525 0 0 N 333285.915 666571.83 -523953.17 69.565 54.681

39 PWD PWD BRIDGE 2025 2.25 Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. @ 120 Kg per cum of concrete MT 79298.00 49.19 3,900,535 0 0 N #REF! #REF! #REF!

40 PWD PWD BRIDGE 2025 3.6 Providing and laying Plain/ Reinforced cement concrete in sub structure complete as per drawing and technical Specifications section 1500, 1700 and 2200. From RL 86.300 M to RL 85.400 M (D) Height upto 5m ( a) Using batch type concrete mixer with integrated weigher. (iii) R.C.C. Grade M-30 Cum 6181.00 537.91 3,324,846 0 0 N 865364.724 1730729.448 -1594116.55 140.004 128.953

41 PWD PWD BRIDGE 2025 3.7 Supplying, fitting and placing HSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 MT 79704.00 58.95 4,698,513 0 0 N 1115887.8816 2231775.7632 -2466737.24 14.0004 15.47436

42 PWD PWD BRIDGE 2025 3.9 Providing weep holes in Brick masonry / Plain / Reinforeed concrete abutment, wing wall/return wall with 100 dia AC pipe, extending through the full width of the structure with slope of IV : 20 H towards drawing foce. Complete as per drawing and Technical specification section 2706 and 2200. meter 438.00 216.00 94,608 0 0 N 7884 15768 -78840.00 18 18

43 PWD PWD BRIDGE 2025 3.10 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material Cum 1011.00 1657.39 1,675,621 0 0 N 643535.874 1287071.748 -388549.25 636.534 192.161

44 PWD PWD BRIDGE 2025 3.11 Providing and laying of filter media with granular materials/ stone crushed aggregated satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200. Cum 1968.00 40.00 78,720 0 0 N 19680 39360 -39360.00 10 10

45 PWD PWD BRIDGE 2025 3.15 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200 Per cubic centimet er 1.10 272160.00 299,376 0 0 N 74844 149688 -149688.00 68040 68040

46 PWD PWD BRIDGE 2025 4.1 Furnishing and Placing Reinforced/ Prestressed cement concrete is super structure as per drawing and Technical Specification section 1500,1600 and 1700. C RCC/PSC Grade M35 I For Solid Slab Super Structure (a) Using batch type concrete mixer with integrated weigher. (i) Height upto 5m Cum 6806.00 581.72 3,959,186 0 0 N 1326217.16 2652434.32 -1306751.68 194.86 96

47 PWD PWD BRIDGE 2025 4.2 Supplying, fitting and placing HSD bar reinforcement in super-structure complete as per drawing and technical specifications as per section 1600 MT 81366.00 65.91 5,362,768 0 0 N 1744047.6636 3488095.3272 -1874672.67 21.4346 11.52

48 PWD PWD BRIDGE 2025 4.4 Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700 Cum 12684.00 77.81 986,879 0 0 N 280728.63 561457.26 -425421.74 22.1325 16.77

49 PWD PWD BRIDGE 2025 4.13 Drainage Spouts complete as per drawing and Technical specifications of section 2705. Each 2688.00 40.00 107,520 0 0 N 26880 53760 -53760.00 10 10

50 PWD PWD BRIDGE 2025 4.15 PCC M 15 Grade leveling course below approach slab complete as per drawign and Technical specification and as per relevent section 2700. Cum 4607.00 72.06 331,982 0 0 N 82995.65784 165991.31568 -165990.68 18.01512 18.0151

51 PWD PWD BRIDGE 2025 4.16 Providing and laying M - 30 grade Reinforced cement concrete approach slab including reinforcement and form work complete as per droving and Technical specification and as per relevant sections 1500. 1600, 1700 and 2704. Cum 9867.00 88.70 875,242 0 0 N 218810.592 437621.184 -437620.82 22.176 22.176

52 PWD PWD BRIDGE 2025 4.18 Filter joint (B) Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. Sqm 1212.00 79.80 96,718 0 0 N 27512.4 55024.8 -41693.20 22.7 17.2

53 PWD PWD BRIDGE 2025 4.22 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) meter 11567.00 73.60 851,331 0 0 N 212832.8 425665.6 -425665.40 18.4 18.4

54 PWD PWD BRIDGE 2025 4.24 Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803. RM 70.00 488.40 34,188 0 0 N 9702 19404 -14784.00 138.6 105.6

55 PWD PWD ROAD 2025 3.19 Construction of RCC open drain Construction of RCC open drain with width 1.0m or 0.8 m (inside dimension) and average depth from inlet to outlet 1.0m or 0.8m (maintaing slope as per site conditions) with 150 mm thick RCC M-25 walls, 150 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 10mm dia horizontal bars @150 mm c/c and U-shaped 10 mm dia bars @150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications. (i) 1.0 m width x 1.0 m average depth Meter 6164.00 430.00 2,650,520 0 0 N

56 PWD PWD ROAD 2025 b) Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including.excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications. (i) 0.60 m width x 0.60 m average depth Meter 3255.00 102.00 332,010 0 0 N

57 PWD PWD ROAD 2025 3.27 Construction of RCC drain/cover slab/chamber (ii) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 Cum 4724.00 24.18 114,226 0 0 N

58 PWD PWD ROAD 2025 iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. MT 65434.00 1.93 126,288 0 0 N

59 PWD PWD ROAD 2025 8.4 Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign digitally printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as perClause 6 of IRC:67- 2022 made of retro-reflective type sheeting fixed over Aluminum/ Aluminium Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) (I) With Aluminium Sheeting B Made of Class-B High Intensity Micro Prismatic Grade Sheeting of Type IV confirming to Table 6.6 of IRC:67- 2022 (for MDR) a) With Aluminium Sheeting of 2 mm thickness (i) 900 mm equilateral triangle Each 4322.00 24.00 103,728 0 0 N

60 PWD PWD ROAD 2025 (ii) 800 mm x 600 mm rectangular Each 5379.00 24.00 129,096 0 0 N

61 PWD PWD ROAD 2025 (v) 900 mm circular Each 6441.00 22.00 141,702 0 0 N

62 PWD PWD ROAD 2025 (Vi) 750 mm circular Each 5138.00 6.00 30,828 0 0 N

63 PWD PWD ROAD 2025 8.11 Providing & Fixing Hazard Marker Partial Reflective hazard marker as per clause 15.66 of IRC 67-2022, made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS: 2062 Painted with one coat of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm alternative bands of yellow Retro- Reflective Sheeting of Micro Prismatic Grade pasted as per IRC:79 and black paint, including back frame made of angle iron 25x25x3mm mounted over one MS angle Iron post of size 50X50X6 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30X30X30 cm Including transportation etc. Complete II) Two Way Object Hazard Marker Size 450x900mm B) Made of Class-B Micro Prismatic Grade Sheeting of Type XI (for MDR, ODR & Village Roads) Each 1502.00 164.00 246,328 0 0 N

64 PWD PWD ROAD 2025 8.12 Providing and fixing of Route Marker Sign Board Route Marker Sign digitally printed over of Class-C Micro Prismatic Grade Retro-reflective Sheeting of Type XI including lamination to protect from fading due to wheather effect as per IRC:67-2022 vide clause 801.3, fixed over Aluminum Sheeting/Aluminum Composite Material (ACM) sheeting including application of fluorocarbon coating applied work exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed I) With Aluminium Sheeting 2mm thick A) Route Marker Sign Board With Definition Plate Each 7352.00 48.00 352,896 0 0 N

65 PWD PWD ROAD 2025 8.13 Overhead Signs as per Clause 8.2. Providing and erecting overhead sign including fixing of retro- reflectrorized sheeting digitally printed of Class-C Micro Prismatic Grade Sheeting of Type-XI confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting vide clause 801.3, fixed over Aluminum sheeting of overall thickness 2mm including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, with appropriately supported by a mild steel back frame of ISA 40 x 40 x 5 mm including all panels supported by diagonal members and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating as per clause 7.2 of IRC:67-2022) and errecting the sign board mounted over back supoort frame with vertical and lateral clearance as per clause 802.2 and 802.3 and relevant clauses and installed over a designed support system as per clause 802.6 of aluminum alloy or galvanized steel trestles and trusses of sections and typer as per structural design requirements and approved plans. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board. A) Truss and Vertical Support of aluminium alloy or galvanised steel Tonne 109931.00 34.00 3,737,654 0 0 N

66 PWD PWD ROAD 2025 C Class-C Microprizmatic Grade sheeting of Type XI, fixed over 2mm thick Aluminium sheet as detailed above, for over head sign Sqm 11033.00 352.00 3,883,616 0 0 N

67 PWD PWD ROAD 2025 8.38 Metal Beam Crash Barrier A) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. Meter 3351.00 104.00 348,504 0 0 N 750,423,480

68 PWD PWD ROAD 2025 8.22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes. sqm 627.00 12233.05 7,670,122 0 0 N

69 PWD PWD ROAD 2025 8.8 Direction and Place Identification signs with size more than 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign digitally printed over reflectrorized sheeting of required grade confirming toASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with Ml5 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) B) Made of Class-B High Intensity Micro Prismatic Grade Sheeting of Type IV confirming to Table 6.6 of IRC:67-2022 (for MDR) sqm 9647.00 60.48 583,451 0 0 N

70 PWD PWD ROAD 2025 8.23 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) i) 5th kilometer stone (precast) Each 3096.00 4.00 12,384 0 0 N

71 PWD PWD ROAD 2025 (ii) Ordinary Kilometer stone (Precast) Each 1829.00 28.00 51,212 0 0 N

72 PWD PWD ROAD 2025 (iii) Hectometer stone (Precast) Each 523.00 108.00 56,484 0 0 N

Say Rs. 7573.31 Lacs

Sub Engineer Sub Divisional Officer Executive Engineer Superintending Engineer

Public Work Department Public Work Department Public Work Department Public Work Department

Koni Sub Division, Koni Koni Sub Division, Koni Division No. 1, Bilaspur Bilaspur Circle, Bilaspur