NIT NO: 590/TC/2026-27

NIT SCHEDULE FOR GAURAV PATH & BEAUTIFICATION WORK OF RAJNANDGAON GUNDARDEHI DHAMTARI NAGRI SIHAWA BORAI ROAD (S.H.-23)KM 66/8 TO 70/2=3.50 KM, FOUR LANE IN AAMDI NAGAR PANCHAYAT 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 1.2 (d) Transportation of different other material i/c loading & unloading Flag Stone/cut stone Loose moorum/sand/earth/surkhi/cement/stone dust/hot mix asphalt material Cum 36.00 18675.96 672335.00

2 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 meters 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 Hectare. 40680.00 5.57 226588.00

3 PWD Road 2015 3.2 Excavation for roadway in soil using including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto1000 meters as per relevant clauses of section 300. Excavation in Soil (by Mechanical Means.) Cum 95.00 31126.60 2957027.00

4 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 24500.00 563500.00 #REF!

5 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 18300.42 4080994.00

6 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 24217.10 6054275.00

7 PWD Road 2015 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) Cum 80.00 12164.22 973138.00

8 PWD Road 2015 3.15 (ii) Compacting Original Ground 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 8358.00 234024.00

9 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 4550 637000.00

10 PWD Road 2015 (ii) Construction of RCC Drain/Cover/Chamber 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 5377.55 22295322.00

11 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. 56301.00 346.35 19499851.00

12 PWD Road 2015 4.1 A (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 14985.08 21323769.00

13 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 15172.50 21757365.00

14 PWD Road 2015 4.12 Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause-408). Cum 257.00 1757.70 451729.00

15 PWD Road 2015 4.15 (B) Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size , shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004. 80mm thick Plain precast interlock concrete block Sqm 590.00 10500.00 6195000.00

16 PWD Road 2015 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. Sqm 64.00 49980.00 3198720.00

17 PWD Road 2015 5.2 (ii) 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 49980.00 849660.00

18 PWD Road 2015 5.25 A (i) 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 sensor paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) Cum 7719.00 4498.20 34721606.00

19 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 % Cum 10332.00 1999.20 20655734.00

20 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 7406.58 459208.00

21 PWD Road 2015 8.14 (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) Each 2436.00 0.00 0.00

22 PWD Road 2015 (ii) Ordinary Kilometer stone (Precast) Each 1460.00 4.00 5840.00

23 PWD Road 2015 (iii) Hectometer stone (Precast) Each 410.00 16.00 6560.00

24 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 32.00 47712.00

25 PWD Road 2015 8.22 Providing and Fixing Linear Delineator System as per MOST clause 806 of specification for Roads and Bridges, of size 33’'x 4” made with corrugate Aluminum (Confirming to IS:736 -Material Designation, 24345; or 1900) and reflective sheeting of Micro prismatic Lens sheeting as stipulated in MOST circular (RW/NH-33023/31/88-DO.iii) confirming to ASTM D4956-01 Type IX and fixing the same with bracket made of galvanized steel fixed with 6 Nos. high precision Screws confirming to IS:1364. Each. 2520.00 100.00 252000.00

26 PWD Road 2015 8.32 Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973) Each 267.00 5824.00 1555008.00

27 PWD Road 2015 8.44 (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. Single row for one utility service Meter 553.00 7000.00 3871000.00

28 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. 146.00 168.00 24528.00 #REF!

29 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 1212.64 177045.00

30 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, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) For Utility Duct Across Road 1000mm Dia Meter 5370.00 500.00 2685000.00

32 PWD Road 2015 9.9 (i) Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 Cum. 3768.00 1502.01 5659574.00

33 PWD Road 2015 (ii) PCC Grade M 20 Cum. 4174.00 121.04 505221.00

34 PWD Road 2015 9.11 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. 2413.00 202.50 488633.00

35 PWD Road 2015 9.12 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. 2079.00 135.00 280665.00

36 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 upto 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 37.05 10893.00

37 PWD Bridge 2015 B Cement Concrete Grade M-15 & M-20 cum 348.00 433.35 150806.00

38 PWD Bridge 2015 (iii) A Stone Masonry Rubble stone masonry in lime mortar cum 208.00 70.28 14618.00

39 PWD Bridge 2015 B Rubble stone masonry in cement mortar. cum 240.00 37.20 8928.00

40 PWD Bridge 2015 (ix) A Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes. Up to 1000 mm dia meter 400.00 260.00 104000.00

41 PWD Bridge 2015 iv) Girth above 1800 mm Each 1295.00 10.00 12950.00

42 PWD Bridge 2015 2.1 I (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 and bottom and backfilling with approved material including dewatering etc. complete. Ordinary soil Upto 3 m depth cum 146.00 677.98 98985.00

43 PWD Bridge 2015 2.6A(i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M15 cum 4613.00 48.96 225852.00

44 PWD Bridge 2015 (ii) PCC Grade M20 cum 5247.00 401.66 2107510.00

45 PWD Bridge 2015 2.15 Sand filling in wells complete as per drawing and technical specifications as per section 1210. cum 1234.00 73.44 90625.00

46 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 4.02 276146.00

47 PWD Bridge 2015 3.6A (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 5551.00 320.90 1781316.00

48 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 7.07 487567.00

49 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. meter 321.00 340.80 109397.00

50 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 905.00 493.61 446717.00

51 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 1926.00 202.32 389668.00

52 PWD Bridge 2015 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. sqm 66.00 16.00 1056.00

53 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 M 30 For Solid Slab Super Structure Using Concrete Mixer Height upto 5m cum 6973.00 120.30 838852.00

54 PWD Bridge 2015 4.1 A (b) (ii) 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 Sub-base cum drainage layer or upper sub-base with Grading-VI Material Cum. 1363.00 16.90 23035.00

55 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 8.25 578450.00

56 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 10.20 120839.00

57 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) meter 1819.00 75.20 136789.00

58 PWD Bridge 2015 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 Each 2007.00 4.00 8028.00

59 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 Cum 4437.00 30.00 133110.00

60 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

61 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 24.00 28896.00

Say Rs. In Lacs 1926.10

PWD Building 2015

PWD Building 2015

PWD Building 2015

SUB-ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

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

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