NIT NO: 268/TC/2026-27

NIT SCHEDULE FOR WIDENING & STRENGTHENING OF CHHATI GAGRA KANDEL DEVPUR ROAD IN KM 1/2 TO 9/10 = 9.00 KM I/C. CULVERTS AT DIST. DHAMTARI(DHAMTARI DN.).

Road & Bridge SOR - 01.01.2015 Amended Upto Date

S.NO Department SOR Year S.O.R. ITEM NO. PARTICULARS UOM RATE QUANTITY AMOUNT

1 PWD Road 2015 2.3 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 to be used or auctioned up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of light jungle Hec. 40680.00 11.05 449514.00

2 PWD Road 2015 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. Cum. 95.00 24992.50 2374288.00

3 PWD Road 2015 3.11 Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3. Sqm. 23.00 25500.00 586500.00

4 PWD Road 2015 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) Cum. 223.00 82668.00 18434964.00

5 PWD Road 2015 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) cum 250.00 64001.94 16000485.00

6 PWD Road 2015 3.15 ( ii ) Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. Cum. 28.00 16575.00 464100.00

7 PWD Road 2015 3.16 Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters) Meter. 44.00 500.00 22000.00

8 PWD Road 2015 3.25 (i) Construction of RCC Drain/Cover/Chamber Excavation for drain (Earth work in excavation for drain/chamber 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.) Cum. 140.00 5779.20 809088.00

9 PWD Road 2015 (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 4146.00 1435.77 5952702.00

10 PWD Road 2015 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. MT 56301.00 86.15 4850331.00

11 PWD Road 2015 4.1 (A) (i) 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 401. Plant mix method (with Mechanically crushed stone only) For Lower Sub-base with Grading-III Material Cum. 1423.00 7898.38 11239395.00

12 PWD Road 2015 4.1 (b) (i) 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 401 Plant mix method (with Mechanically crushed stone only) For Sub-base cum drainage layer or upper sub-base with Grading-V Material Cum 1372.00 13393.53 18375923.00

13 PWD Road 2015 (ii) Grading-VI Material Cum. 1363.00 365.40 498040.00

14 PWD Road 2015 4.10 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.) Cum. 1434.00 10319.83 14798636.00

15 PWD Road 2015 4.13 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 Cum 277.00 2717.55 752761.00

16 PWD Road 2015 4.15 Laying only of Paver block 60 mm/80 mm thick Precast interlocking cement blocks in any shape/pattern including and over 50 mm thick average coarse bed with joints of 3mm thick filled by fine sand i/c levelling with surface vibrator temping and sweeping etc complete for the wrok Cum 104.00 9210.60 957902.00

17 PWD Road 2015 4.17 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. Each 431.00 90.00 38790.00

18 PWD Road 2015 5.1 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. Sqm 64.00 39198.60 2508710.00

19 PWD Road 2015 5.2 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 Sqm 17.00 39198.60 666376.00

20 PWD Road 2015 5.25 B (ii) Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.) With mechanical paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) Cum 8397.00 2743.90 23040528.00

21 PWD Road 2015 5.26 B (iii) Bituminous Concrete (Providing and laying bituminous concrete with minimum 100-120 TPH capacity Batch Type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, 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 as per MORTH specification clause No. 507 complete in all respects) With sensor paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % Sqm 10332.00 1175.96 12150019.00

22 PWD Road 2015 6.1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base 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 2332.00 3315.82 7732492.00

23 PWD Road 2015 6.3 (ii) Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base, coarse and fine aggregate conforming to IS:383, and graded as per table 600-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.) With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum. Cum 4539.00 6447.72 29266201.00

24 PWD Road 2015 8.8 A Painting on Concrete Surfaces Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sqm 62.00 595.54 36923.00

25 PWD Road 2015 8.14 (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) Nos 1460.00 9.00 13140.00

26 PWD Road 2015 (iii) Hectometer Stone (precast) Nos 410.00 36.00 14760.00

27 PWD Road 2015 8.19 Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79. Each. 1913.00 50.00 95650.00

28 PWD Road 2015 8.20 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 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 30x30x30cm, including transportation etc. Complete. Each. 1491.00 140.00 208740.00

29 PWD Road 2015 8.56 Road Markers/Road Stud with Lens Reflector (Providing and fixing Raised Pacvement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing totoal internal reflection of the light entering the lens face and shall suppoft a load of 16000 kg tested in accordance to ASTM D 4280 type H and compliying to specifications of category A of MORT&H (RW/NH-33023/10/97-DO III Dtd. 11.6.1997) The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H Specifications. The Nos. 440.00 667.00 293480.00

30 PWD Road 2015 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 Cum. 146.00 4950.07 722710.00

31 PWD Road 2015 9.4 C 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets). 900 mm dia Meter 5032.00 22.50 113220.00

32 PWD Road 2015 9.5 C Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 900 mm dia Meter 4874.00 150.00 731100.00

33 PWD Road 2015 9.5 (D) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, ex 1000 mm dia. Meter 5370.00 170.00 912900.00

34 PWD Road 2015 9.9 (i) Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 (For Base) Cum 3768.00 2501.68 9426330.00

35 PWD Road 2015 9.11 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 Cum 2413.00 455.00 1097915.00

36 PWD Road 2015 9.12 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 2079.00 273.00 567567.00

37 PWD Bridge 2015 1.4 (i) A 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 all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in Lime / Cement Concrete Lime Concrete, cement concrete grade M-10 and below Cum 294.00 48.93 14385.00

38 PWD Bridge 2015 B Cement Concrete Grade M-15 & M-20 Cum 348.00 755.45 262897.00

39 PWD Bridge 2015 (ix) Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes. Up to 1000 mm dia RM 400.00 177.50 71000.00

40 PWD Bridge 2015 iii E Stone Masonry Stone pitching/dry stone spalls Cum 908.00 143.55 130343.00

41 PWD Bridge 2015 B Rubble stone masonry in cement mortar. Cum 208.00 49.50 10296.00

42 PWD Bridge 2015 2.1 (A) (i) 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 an Ordinary soil Upto 3M depth Cum 146.00 3720.26 543158.00

43 PWD Bridge 2015 2.1 (A) (i) Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition ) Cum 29.20 388.74 11351.00

44 PWD Bridge 2015 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. Cum 1234.00 535.07 660276.00

45 PWD Bridge 2015 2.6 A (i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M15 Cum 4613.00 1036.73 4782435.00

46 PWD Bridge 2015 (ii) PCC Grade M20 Cum 5247.00 1141.00 5986827.00

47 PWD Bridge 2015 (iii) PCC Grade M25 Cum 5921.00 112.50 666113.00

48 PWD Bridge 2015 (vi) RCC Grade M25 Cum 5979.00 399.00 2385621.00

49 PWD Bridge 2015 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. MT 68693.00 35.03 2406088.00

50 PWD Bridge 2015 3.6 A (a) (ii) Providing and laying Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). Height upto 5m Using concrete Mixer P.C.C. Grade M-20 Cum 5551.00 958.00 5317858.00

51 PWD Bridge 2015 (iii) P.C.C. Grade M-25 Cum 6339.00 844.41 5352715.00

52 PWD Bridge 2015 D (a) (ii) Height upto 5m Using concrete Mixer R.C.C. Grade M-20 Cum 5603.00 93.50 523881.00

53 PWD Bridge 2015 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. MT 69002.00 65.62 4528091.00

54 PWD Bridge 2015 3.8 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. RM 321.00 1297.40 416465.00

55 PWD Bridge 2015 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. (i) Granular material Cum 905.00 1562.02 1413628.00

56 PWD Bridge 2015 3.10 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. Cum 1926.00 1411.12 2717817.00

57 PWD Bridge 2015 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. Sqm 66.00 76.00 5016.00

58 PWD Bridge 2015 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 (Newly laid concrete shall be covered by gunny bags). RCC Grade M30 For Solid Slab Super Structure Using Concrete Mixer Height upto 5m Cum 6973.00 208.40 1453173.00

59 PWD Bridge 2015 I (a) (i) RCC Grade M25 For Solid Slab Super Structure Using Concrete Mixer Height upto 5m Cum 6877.00 70.73 486410.00

60 PWD Bridge 2015 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101.00 33.060 2317516.00

61 PWD Bridge 2015 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700. Cum 11847.00 36.54 432889.00

62 PWD Bridge 2015 4.5 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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 as per relevant clauses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304) meter 1874.00 68.40 128182.00

63 PWD Bridge 2015 4.6 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) RM 1819.00 83.20 151341.00

64 PWD Bridge 2015 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 Each 2007.00 16.00 32112.00

65 PWD Bridge 2015 4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 Base for approch slab Cum 4437.00 30.00 133110.00

66 PWD Bridge 2015 4.11 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 Cum 9467.00 60.00 568020.00

67 PWD Bridge 2015 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. Sqm 1204.00 232.50 279930.00

68 PWD Bridge 2015 5.1 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 relevant clauses of section 2503 Cum 2413.00 353.60 853237.00

Says Rs. In Lacs 2312.46

SUB-ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

PWD Building 2015

PWD Building 2015

PWD Building 2015

P.W.D. Sub-Division P.W.D. DIVISION,DHAMTARI

Dhamtari(C.G.) Dhamtari(C.G.)