NIT NO:289/TC/2026-27

NIT Schedule For Construction of Semariya to Sabariyadera Approach Road Length 2.50 Km.

. PAC Rs. 312.54 Lacs

SERIAL No. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 PWD PWD ROAD 2015 2.3 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 elevant clauses of section- 200. A In area of light jungle hectare 40680.00 3.205 130,379.00 0 0 N

2 PWD PWD ROAD 2015 3.15 Compacting Original Ground Compacting Original Ground upporting embankment Loosening, leveling and compacting original round to facilitate placement of first layer of embankment, scarified to a epth of 150 mm, mixed with water at .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 4809.900 134,677.00 0 0 N

3 PWD 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 nloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. cum 95.0 42.220 4,011.00 0 0 N

4 PWD 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 25.335 2,027.00 0 0 N

5 PWD 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 13309.334 2,967,981.00 0 0 N

6 PWD 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 13784.48 3,446,120.00 0 0 N

7 PWD PWD ROAD 2015 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 401 A Plant mix method (with Mechanically crushed stone only) (a) For lober sub-base with (i) Grading-V Material cum 1372.00 3366.920 4,619,414.00 0 0 N

8 PWD PWD ROAD 2015 ii (i) Grading-V Material cum 1363.00 118.125 161,004.00 0 0 N

9 PWD 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 ompacting with vibratory roller to achieve the desired density as per clause 406.) cum 1434.00 2112.170 3,028,852.00 0 0 N

10 PWD 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. (i) on WBM/WMM surface @0.85 Kg/sqm. sqm 64.00 8415.000 538,560.00 0 0 N

11 PWD 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. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 17.00 8415.000 143,055.00 0 0 N

12 PWD PWD ROAD 2015 5.3 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) B With mechanical paver finisher for Grading-II(19 mm nominal maximum size, bitumen content 3.40%) cum 6255.00 420.750 2,631,791.00 0 0 N

13 PWD PWD ROAD 2015 5.8 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) B With mechanical paver finisher A With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) sqm 146.00 8415.000 1,228,590.00 0 0 N

14 PWD PWD ROAD 2015 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. B With smooth wheeled roller cum 277.00 1336.500 370,211.00 0 0 N

15 PWD 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. (i) Single row for one utility service meter 553.00 75.000 41,475.00 0 0 N

16 PWD 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, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) B 600 mm dia meter 2459.00 75.000 184,425.00 0 0 N

17 PWD 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, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) D 1000 mm dia meter 5370.00 30.000 161,100.00 0 0 N

18 PWD 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 905.00 164.250 148,646.00 0 0 N

19 PWD PWD ROAD 2015 8.14 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) ii)Ordinary Kilometer stone (Precast) (1+3) each 1460.00 2.000 2,920.00 0 0 N

20 PWD PWD ROAD 2015 (iii) Hectometer stone (Precast) each 410.00 11.000 4,510.00 0 0 N

21 PWD PWD ROAD 2015 8.6 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 x 75 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 I (for ODR & Village Roads) sqm 8115 7.200 58,428.00 0 0 N

22 PWD PWD ROAD 2015 8.4 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm 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) C) 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 i) 600 mm equilateral triangle each 2,506.00 5.000 12,530.00 0 0 N

23 PWD PWD ROAD 2015 ii 600 mm circular each 3,184.00 6.000 19,104.00 0 0 N

24 PWD 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 1,491.00 28.000 41,748.00 0 0 N

25 PWD 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 431.00 150.000 64,650.00 0 0 N

26 PWD 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.) Taking 30% sqm 707.00 66.000 46,662.00 0 0 N

27 PWD PWD ROAD 2015 3.25 Construction of RCC Drain/Cover/Chamber (i)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 140.00 576.000 80,640.00 0 0 N

28 PWD PWD ROAD 2015 3.25 Construction of RCC Drain/Cover/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 4146.00 243.000 1,007,478.00 0 0 N

29 PWD PWD_BRIDGE 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 including dewatering etc. complete. Ordinary soil Up to 3 m depth cum 146.00 287.970 42,044.00 0 0 N

30 PWD PWD_BRIDGE 2015 9.9 Plain cement concrete complete as per drawing and Technical Specifications. PCC Grade M 15 cum 3768.00 329.700 1,242,310.00 0 0 N

31 PWD PWD_BRIDGE 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 2413.00 121.610 293,445.00 0 0 N

32 PWD PWD_BRIDGE 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 80.205 166,746.00 0 0 N

33 PWD PWD ROAD 2015 3.25 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. M.T. 56301.00 8.796 495,224.00 0 0 N

34 PWD PWD ROAD 2015 6.6 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 cum 2789.00 290.250 809,507.00 0 0 N

36 PWD PWD ROAD 2015 6.7 Providing and laying un-reinforced cement concrete without Dowel bars including formwork and expansion construction & longitudinal joints as per design and as per IRC-62-2014, over prepaired base as per approved mix design and finishing to lines and grade as per drawings for pevement thickness less than 200 mm in Low Volume Roads. PCC Grade M 30 with minimum cement content @ 375Kg/Cum cum 4391.00 225.000 987,975.00 0 0 N

37 PWD PWD ROAD 2015 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 stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete. cum 146.00 771.920 112,700.00 0 0 N

38 PWD PWD ROAD 2015 Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition ) cum 29.20 234.590 6,850.00 0 0 N

39 PWD PWD_BRIDGE 2015 2.30 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. cum 1234.00 89.350 110,258.00 0 0 N

40 PWD PWD_BRIDGE 2015 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A)Using concrete mixer i) P.C.C Grade M-15 cum 4613.00 59.580 274,843.00 0 0 N

41 PWD PWD_BRIDGE 2015 (ii) P.C.C Grade M-20 cum 5247.00 334.080 1,752,918.00 0 0 N

42 PWD PWD_BRIDGE 2015 3.6 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). A Up to Hight 5 m a Using concrete Mixer I PCC Grade M 15 cum 5551.00 279.330 1,550,561.00 0 0 N

43 PWD PWD_BRIDGE 2015 (i) RCC Grade M 20 cum 5603.00 29.210 163,664.00 0 0 N

44 PWD 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. M.T. 69002.00 3.845 265,313.00 0 0 N

45 PWD PWD_BRIDGE 2015 4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 B RCC Grade M30 l For Solid Slab Super Structure a Using Concrete Mixer I Height upto 5m cum 6973.00 43.800 305,417.00 0 0 N

46 PWD 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 M.T. 70101.00 4.380 307,042.00 0 0 N

47 PWD 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. M.T. 68693.00 1.070 73,502.00 0 0 N

48 PWD PWD_BRIDGE 2015 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. sqm 66.00 26.000 1,716.00 0 0 N

49 PWD PWD_BRIDGE 2015 4.14 Filler 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 1204.00 26.600 32,026.00 0 0 N

50 PWD PWD ROAD 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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 cum 321.00 234.900 75,403.00 0 0 N

51 PWD PWD_BRIDGE 2015 4.10 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 1926.00 123.490 237,842.00 0 0 N

52 PWD 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 3.600 42,649.00 0 0 N

Total Rs. 31,254,474 0 0 N

Sub Engineer Sub Divisional Officer Executive Engineer

PWD Pamgarh Sub Dn. PWD (B/R) Champa Division