NIT NO: 1031/TC/2025-26

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N.I.T. SHEDULE FOR CONSTRUCTION OF PIDIYA TO MIRGHOTUL ROAD INCLUDING 32 NOS Bridges & CULVERTS BLOCK- BIJAPUR DIST.-BIJAPUR , CHHATTISGARH. (0.00 to 20.00 =20.00KM)

P.A.C. Rs. =2777.29 Lacs

S.N. Department SOR year Item Code Particuilar of Items Qty. Unit Rate Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 PWD ROAD SOR 2025 2.4 A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material tobe used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant lauses of section- 200.In area of light jungle 0.50 Hectare 61253.00 30626.50 0 0 N

2 PWD ROAD SOR 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 lifts and lead upto 1000 meters as per relevant clauses of section 300. 6097.37 Cum 103.00 628029.11 0 0 N

3 PWD ROAD SOR 2025 3.14 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) 1829.21 0.00 82.00 149995.22 0 0

4 PWD ROAD SOR 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 with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 110003.17 Cum 238.00 26180754.46 0 0

5 PWD ROAD SOR 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 with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 4270.25 Cum 268.00 1144427.00 0 0

6 PWD ROAD SOR 2025 4.1 A(b)(i) Granular Sub-base as per Table:- 400-1Construction of granular sub-base by providing graded Material, ,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401Plant mix method (with Mechanically crushed stone only)For Lower Sub-base withGrading-V Material ( 9.28 + 8.68 / 2) = 8.98 25183.80 Cum 1573.00 39614117.40 0 0

7 PWD ROAD SOR 2025 4.6 Wet Mix Macadam (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 carriage of mixed Material by tipper to site, 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 as per clause 406.) 18900.00 Cum 1606.00 30353400.00 0 0 N

8 PWD ROAD SOR 2025 5.1(i) Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.on WBM/WMM surface @0.85 Kg/sqm. 76620.00 Sqm 77.00 5899740.00 0 0 N

9 PWD ROAD SOR 2025 5.2(ii) Tack coat Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.granular surfaces treated with primes @ 0.30 kg / Sqm 76620.00 Sqm 18.00 1379160.00 0 0 N

10 PWD ROAD SOR 2025 5.3b(ii) Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction)With mechanical paver finisher 3831.00 Cum 6190.00 23713890.00 0 0 N

11 PWD ROAD SOR 2025 5.12 ii A (ii) Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508.With mechanical paver finisherWith bitumenType B ( 13.2 mm to 0.09 mm size aggregates ) 76620.00 Sqm 142.00 10880040.00 0 0 N

12 PWD ROAD SOR 2025 4.11 B Construction of Shoulders (Construction of shoulders as per clause 408 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 and royalty charges etc. complete.With Smooth wheeled roller 9180.00 Cum 313.00 2873340.00 0 0 N

13 PWD ROAD SOR 2025 9.7 A(I) Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, 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:98-2011 and approved drawings.NP-3 Pipe Single row for one utility service 300 mm dia 150.00 Meter 1117.00 167550.00 0 0 N

14 PWD ROAD SOR 2025 9.5 B Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concretepipe NP3 / prestressed concrete pipe for culverts including fixingcollar with cement mortar 1:2 but excluding bedding below ipes,excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets . )600 mm dia 150.00 Meter 2264.00 339600.00 0 0 N

15 PWD ROAD SOR 2025 8.4 C(b)(i) Retro- reflectrorized Traffic signs (Providing and fixing of retro-reflectrorized cautionary, mandatory and informatory sign as per IRC :67-2012 made of retro- reflective type sheeting vide clause 801.3,fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 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, 60cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of IRC:67-2012) Made of Class -A High Intensity Super Engineering Grade Sheeting of Type II (for ODR &Village Road) a) With Aluminum Sheeting of 2 mm thickness 600 mm equilateral triangle 57.00 Each 2765.00 157605.00 0 0 N

16 PWD ROAD SOR 2025 8.4 C(b)(ii) Retro- reflectrorized Traffic signs (Providing and fixing of retro-reflectrorized cautionary, mandatory and informatory sign as per IRC :67-2012 made of retro- reflective type sheeting vide clause 801.3,fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 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, 60cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of IRC:67-2012) Made of Class -A High Intensity Super Engineering Grade Sheeting of Type II (for ODR &Village Road) a) With Aluminum Sheeting of 2 mm thickness 600 mm circular 58.00 Each 3386.00 196388.00 0 0 N

17 PWD ROAD SOR 2025 8.6 C Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC :67- 2012 made of retro-reflective type sheeting and vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel frame of size 40 x 40 x 5 mm supported on 2 Nos. mild steel angle iron posts of size 75 mm x 75 mm x 6 mm,firmly fixed to the ground with M 15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) C Made of class - A High intensity Micro prismatic grade Sheeting of Type 1 (for ODR &Village Road) Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) 41.76 Sqm 8643.00 360931.68 0 0 N

18 PWD ROAD SOR 2025 8.23(i) 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)5th kilometer stone (precast) 0.00 Each 3096.00 0.00 0 0 N

19 PWD ROAD SOR 2025 8.23(ii) 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)Ordinary Kilometer stone (Precast) 21.00 Each 1829.00 38409.00 0 0 N

20 PWD ROAD SOR 2025 8.23(iii) 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)Hectometer stone (Precast) 79.00 Each 523.00 41317.00 0 0 N

21 PWD ROAD SOR 2025 8.11(I) B 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. CompleteTwo Way Object Hazard Marker Size 450x900mmMade of Class-C Micro Prismatic Grade Sheeting of Type XI (for National Highways and State Highways) 80.00 Each 1502.00 120160.00 0 0 N

22 PWD ROAD SOR 2025 8.29 Supply and Installation of Road delineators (Road way Delineators). The structure shall be manufactured of mild steel with pure polyester powder coating in black colour with minimum thickness of 40 micron for protection against corrosion. The delineator shall have retro-reflective sheeting of white colour with Type-XI specifications as per IRC:67-2022 and ASTM D 4956 on both the faces to ensure the clear visibility of the road alignment during night time to achieve enhanced visibility of the curved portion of the road. To prevent complete vandalism of above, the reflective sheeting shall be housed with concealed edges. The delineator shall confirm to clause 3 of IRC:79-2019, it shall have an ellipsoidal or circular design and shall be 800 to 900 mm above the ground and shall extend 200 to 300 mm below the ground fixed in foundation of 300 x 300 x 400 mm size block of cement concrete M-15. The execution shall be as per clause 806 of MoRTH Specifications for Road and Bridge works. 800.00 Each 1162.00 929600.00 0 0 N

23 PWD ROAD SOR 2025 8.3 Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each. 800.00 Each 74.00 59200.00 0 0 N

24 PWD ROAD SOR 2025 4.18 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. 10.00 Each 525.00 5250.00 0 0 N

25 PWD ROAD SOR 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 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.) 5400.00 Sqm 627.00 3385800.00 0 0 N

26 PWD ROAD SOR 2025 8.13 A 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.Truss and Vertical Support of aluminium alloy or galvanised steel 40.00 Tonne 109931.00 4397240.00 0 0 N

27 PWD ROAD SOR 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 backfilling with approved material.) Ordinary soil Up to 3 m depth 378.00 Cum 130.00 49140.00 0 0 N

28 PWD ROAD SOR 2025 9.8 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 421.50 Cum 3815.00 1608022.50 0 0 N

29 PWD ROAD SOR 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. 202.50 Cum 2232.00 451980.00 0 0 N

30 PWD ROAD SOR 2025 9.1 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. 303.75 Cum 2486.00 755122.50 0 0 N

31 PWD BRIDGE SOR 2025 2.1 Excavation for Structures (F.arth 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 backfilling with approved material.) as per section 304. 7179.12 Cum 161.00 1155838.32 0 0 N

32 PWD BRIDGE SOR 2025 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specification as per section 304. 658.52 Cum 1278.00 841588.56 0 0 N

33 PWD BRIDGE SOR 2025 2.6(i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100.PCC Grade M15 1047.92 Cum 4791.00 5020584.72 0 0 N

34 PWD BRIDGE SOR 2025 (ii) PCC Grade M20 4106.12 Cum 5135.00 21084926.20 0 0 N

35 PWD BRIDGE SOR 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. 26.88 MT 79298.00 2131530.24 0 0 N

36 PWD BRIDGE SOR 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 A Height upto 5m(a) Using concrete MixerP.C.C. Grade M-20 4703.68 Cum 5512.00 25926684.16 0 0 N

37 PWD BRIDGE SOR 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 A Height upto 5m(a) Using concrete MixerR.C.C. Grade M-20 198.48 Cum 5525.00 1096602.00 0 0 N

38 PWD BRIDGE SOR 2025 3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub structure complete as per drawing and technical specifications section 1600 and 2200. 39.12 MT 79704.00 3118020.48 0 0 N

39 PWD BRIDGE SOR 2025 4.1 B I (a)(i) Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 RCC Grade M30 For Solid Slab Super Structure Using Concrete Mixer Height upto 5 m 1262.24 Cum 6788.00 8568085.12 0 0 N

40 PWD BRIDGE SOR 2025 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications. 139.98 MT 81366.00 11389612.68 0 0 N

41 PWD BRIDGE SOR 2025 3.18 Providing and fixing in position tar paper bearing for slab as per approved drawing and specification 210.88 SQM 66.00 13918.08 0 0 N

42 PWD BRIDGE SOR 2025 4.18 B Filler joint Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. 322.40 SQM 1212.00 390748.80 0 0 N

43 PWD BRIDGE SOR 2025 3.9 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 2179.52 Cum 1011.00 2203494.72 0 0 N

44 PWD BRIDGE SOR 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 123.92 CUM 12684.00 1571801.28 0 0 N

45 PWD BRIDGE SOR 2025 3.9 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 2596.08 RMT 438.00 1137083.04 0 0 N

46 PWD BRIDGE SOR 2025 3.11 Providing and laying of Filter media with granular materials/stone crushed aggregates 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 1266.60 CUM 1968.00 2492668.80 0 0 N

47 PWD BRIDGE SOR 2025 4.9 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304) 358.40 RM 2008.00 719667.20 0 0 N

48 PWD BRIDGE SOR 2025 4.13 Drainage Spouts complete as per drawing and Technical specifications of section 2705 24.00 EACH 2688.00 64512.00 0 0 N

49 PWD BRIDGE SOR 2025 4.15 4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 142.96 CUM 4607.00 658616.72 0 0 N

50 PWD BRIDGE SOR 2025 4.16 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 318.48 CUM 9867.00 3142442.16 0 0 N

51 PWD ROAD SOR 2025 3.12 Construction of embankment / sub grade with Material Obtained from Borrow Pits (Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 5234.40 CUM 238.00 1245787.20 0 0 N

52 PWD ROAD SOR 2025 4.1 Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 975.28 CUM 1536.00 1498030.08 0 0 N

53 PWD B- SOR 2025 5.5 Providing and laying Pitching 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 section 2504.Stone/Boulder 10.32 CUM 2232.00 23034.24 0 0 N

54 PWD B- SOR 2025 5.4 A Providing and laying Pitching 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 section 2504. 458.28 0.00 2486.00 1139284.08 0 0 N

55 PWD B- SOR 2025 9.4 C Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe (Laying Reinforced cement concrete pipeNP3 /prestressed concrete pipe for culverts including fixing collarwith cement mortar 1:2 but excluding bedding below pipe ,excavation, protection works, backfilling, concrete and masonryworks in head walls and parapets . ) 900mm dia. 40.00 meter 4586.00 183440.00 0 0 N

56 PWD B- SOR 2025 9.1 (i)(ii) 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 backfilling with approved material.)Ordinary soil Up to 3 m depth 2182.90 cum 161 351446.90 0 0 N

57 PWD B- SOR 2025 2.1 II Ordinary rock (not requiring blasting)Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition ) 363.82 cum 260 94592.16 0 0 N

58 PWD B- SOR 2025 9.3 D Providing and laying Reinforced Cement Concrete pipe NP 4 /prestressed concrete pipe (Laying Reinforced cement concrete pipeNP4 /prestressed concrete pipe for culverts including fixing collarwith cement mortar 1:2 but excluding bedding below pipe ,excavation, protection works, backfilling, concrete and masonryworks in head walls and parapets . )1200 mm dia 571.20 meter 9360 5346432.00 0 0 N

59 PWD B- SOR 2025 9.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per clause 2503. 437.60 cum 2486 1087873.60 0 0 N

60 PWD B- SOR 2025 9.8 Plain cement concrete complete as per drawing and Technical SpecificationsPCC Grade M 15 1336.11 cum 3815 5097267.28 0 0 N

62 PWD B- SOR 2025 4.2BRI Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications 49.42 MT 81366 4021433.18 0 0 N

63 PWD B- SOR 2025 9.6 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904. 1652.18 cum 749 1237482.82 0 0 N

64 PWD B- SOR 2025 3.10 bridge sor Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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. 205.44 cum 1968 404305.92 0 0 N

65 PWD B- SOR 2025 3.9 bridge sor Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. 307.20 meter 438 134553.60 0 0 N

66 PWD B- SOR 2025 4.14 B Filler joint Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. 80.64 sqm 1212 97735.68 0 0 N

67 PWD B- SOR 2025 3.10 bridge sor 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 444.00 cum 1011 448884.00 0 0 N

68 PWD Road- SOR 2025 4.1 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401A Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with (i) Grading-III Material 115.00 cum 1568 180320.00 0 0 N

69 PWD Road- SOR 2025 4.13 Construction of Shoulders (Construction of shoulders as per clause 408 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 and royalty charges etc. complete. A With vibratory roller 12.00 cum 493 5916.00 0 0 N

70 PWD Road- SOR 2025 6.3 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10 11.00 cum 3449 37939.00 0 0 N

say PAC - 2777.29 lakhs