NIT NO: 261/TC/2026-27

NIT SCHEDULE FOR WIDENING STRENTHENING WORK OF BENDRA NAWAGAON ROAD KM 1/2 TO 3/8 = 2.80 KM I/C. CULVERTS AT DIST. DHAMTARI(DHAMTARI DN.).

Road & Bridge SOR - 01.01.2015 Amended Upto Date P.A.C. Rs. - 482.65 Lacs

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 3.36 136685.00

2 PWD Road 2015 2.4 (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 4.20 1235.00

3 PWD Road 2015 B Cement Concrete Grade M-15 & M-20 Cum 348.00 42.08 14642.00

4 PWD Road 2015 (ix) A Removing all type of hume pipes and stacking within a lead upto 1000 m including earthwork and dismantling of masonry work around pipes. Up to 1000 mm dia RM 400.00 20.00 8000.00

5 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 8293.33 787866.00

6 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 8400.00 193200.00

7 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 20051.88 4471569.00

8 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 19311.70 4827925.00

9 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 7613.27 609062.00

10 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 5040.00 141120.00

11 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 146.00 1008.00 147168.00

12 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 4146.00 318.00 1318428.00

13 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 18.76 56301.00 1056470.00

14 PWD Road 2015 4.1 A (b) (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 Sub-base cum drainage layer or upper sub-base with Grading-V Material Cum. 1372.00 5490.37 7532788.00

15 PWD Road 2015 (ii) Grading-VI Material Cum. 1363.00 140.63 191679.00

16 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 4141.20 5938481.00

17 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 1596.00 442092.00

18 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 80.00 34480.00

19 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 15708.00 1005312.00

20 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 15708.00 267036.00

21 PWD Road 2015 5.4 B (ii) Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of 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.) for Grading-II(26.5 mm nominal size bitumen content 4.50%) Cum. 7916.00 785.40 6217226.00

22 PWD Road 2015 5.5 B (iii) Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant 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 mechanical paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % Sqm 9812.00 471.24 4623807.00

23 PWD Road 2015 8.4 C a (i) Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 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, 60 cm 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 Micro Prismatic Grade Sheeting of Type II (for ODR & Village Roads) With Aluminum Sheeting of 2mm Thickness. 900mm equilaterakl triangle Each 3831.00 6 22986.00

24 PWD Road 2015 (ii) 800mmx600mm rectangle Each 4507.00 8 36056.00

25 PWD Road 2015 (v) 750 mm circular Each 4465.00 4 17860.00

26 PWD Road 2015 b (i) With Aluminum Sheeting of 1.5 mm thickness 600 mm equilateral triangle Each 2506.00 8 20048.00

27 PWD Road 2015 (ii) 600 mm circular Each 3184.00 6 19104.00

28 PWD Road 2015 (iii) 600mm x 500 mm rectangular Each 3273.00 4 13092.00

29 PWD Road 2015 (iv) 600mm x 600 mm square Each 3598.00 8 28784.00

30 PWD Road 2015 8.5 C Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing) Made of class -AHigh intensity micro primatic grade sheeting of Type -1 (For ODR & Village roads ) Sqm 7970.00 5.40 43038.00

31 PWD Road 2015 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 Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing) Made of class -A Micro Prismatic Grade Sheeting of type I (for ODR & Village Road) Sqm 8115.00 10.80 87642.00

32 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 62.00 101.28 6279.00

33 PWD Road 2015 8.13 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.) Sqm 707.00 206.80 146208.00

34 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) Each 1460.00 3 4380.00

35 PWD Road 2015 (iii) Hectometer Stone (precast) Each 410.00 12 4920.00

36 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 24 35784.00

37 PWD Road 2015 8.23 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. Each 67.00 20 1340.00

38 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 267.00 210 56070.00

39 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 146.00 732.85 106996.00

40 PWD Road 2015 9.3 C Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe (Laying Reinforced cement concrete pipe NP4 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipe , excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 900 mm dia Meter 6609.00 37.50 247838.00

41 PWD Road 2015 9.5 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 meter 5370.00 50.00 268500.00

42 PWD Road 2015 9.9 (i) Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 (For Base) Cum 3768.00 705.45 2658136.00

43 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. 2413.00 879.75 2122837.00

44 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. 2079.00 573.75 1192826.00

45 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 2.10 617.00

46 PWD Bridge 2015 B Cement Concrete Grade M-15 & M-20 Cum 348.00 21.04 7322.00

47 PWD Bridge 2015 (ix) A Removing all type of hume pipes and stacking within a lead upto 1000 m including earthwork and dismantling of masonry work around pipes. Up to 1000 mm dia RM 400.00 10 4000.00

48 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 and bottom and backfilling with approved material including dewatering etc. complete. Ordinary soil Upto 3M depth Cum. 146.00 107.51 15696.00

49 PWD Bridge 2015 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. Cum. 1234.00 12.65 15610.00

50 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 8.43 38888.00

51 PWD Bridge 2015 (ii) PCC Grade M20 Cum. 5247.00 75.78 397618.00

52 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 62.34 346049.00

53 PWD Bridge 2015 D (a) (ii) Height upto 5m Using concrete Mixer R.C.C. Grade M-20 Cum. 5603.00 5.15 28855.00

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 62.40 20030.00

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 Ded. For pipe Cum 905.00 80.78 73106.00

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 29.61 57029.00

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 6.00 396.00

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 7.80 54389.00

59 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 1.295 90781.00

60 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 6.00 7224.00

Say Rs. In Lacs 482.65

SUB-ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

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

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

PWD Building 2015

PWD Building 2015

PWD Building 2015