NIT NO: 166/TC/2026-27

NIT SCHEDULE FOR CONSTRUCTION WORK OF MEDIUM BRIDGE AT NAGAR PANCHAYAT NAGRI (PURANI BASTI ) TO MODE ROAD ON MAHANADI RIVER AT DISTT. DHAMTARI (CG)(DHAMTARI DN.).

P.A.C. Rs. 328.18 Lacs

S. No. Department SOR Year Itemld particular Name UOM Rate Quantity Amount

1 PWD 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.) Ordinary soil Upto 3 m depth cum 146 521.26235

2 PWD PWD_BRIDGE 2015 2.1 I (ii) 3.00m to 6.00 m depth cum 167 84.7484

3 PWD PWD_BRIDGE 2015 Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition ) cum 33.4 84.7484

4 PWD PWD_BRIDGE 2015 2.16 Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing and specifications as per section 1200 and 1900. MT 72540 61.50152810879999

5 PWD PWD_BRIDGE 2015 2.17 (iii) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m as per section 1100 and 1700. Pile diameter-1200 mm meter 15693 346.32000000000005

6 PWD PWD_BRIDGE 2015 2.21 (i) Pile Load test on single Veritcle Pile in accordance with IS:2911 (Part-IV) Initial and routine load test Tonne 1500 500

7 PWD PWD_BRIDGE 2015 2.22 (A) (ii) Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700. Using concrete mixer RCC Grade M30 cum 5768 264.51

8 PWD PWD_BRIDGE 2015 2.23 Levelling course for Pile cap ( Providing and laying of P.C.C.M-15 levelling course 100mm thick below the pile cap.) cum 4519 11.568656

9 PWD PWD_BRIDGE 2015 2.24 Supplying, fitting and placing HSD (High Strength DeformedSteel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. MT 68693 65.624

10 PWD PWD_BRIDGE 2015 2.25 A (amendment) Taking trial boring 100 mm dia. for detailed investigation with diamond drill double tube in all type of Hard rock including all materials such as casing pipes, accessories, grease and other such materials and or as required including conveying such materials and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C. 78-2014 and section 2400 including testing and preserving rock core samples in core boxes as per specifications. meter 4855 40

11 PWD PWD_BRIDGE 2015 2.25 B (amendment) Taking trial boring 100 mm dia. for detailed investigation with diamond drill double tube in all sorts of soil like sand, soft soil, moorum ,gravels, boulders and soft rock including all materials such as casing pipes, accessories, grease and other such materials and or as required including conveying such materials and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C. 78-2014 and section 2400 including testing of samples as per specifications. meter 2329 60

12 PWD PWD_BRIDGE 2015 3.6 D(a)(iii) 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 R.C.C. Grade M-30 cum 6370 143.93556639999997

13 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. MT 69002 14.393556639999998

14 PWD 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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 meter 321 48

15 PWD PWD_BRIDGE 2015 3.9(i) 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 Granular Material cum 905 235.234

16 PWD PWD_BRIDGE 2015 3.1 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 cum 1926 73.41

17 PWD PWD_BRIDGE 2015 3.14 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200 Per cubic centimeter 1 94770

18 PWD PWD_BRIDGE 2015 4.1B I (a) (ii) 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 Superstructure Using Concrete Mixer Height upto 5.0 M. to 10.0 M. cum 7263 299.438425

19 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 MT 70101 35.932611

20 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 32.625

21 PWD PWD_BRIDGE 2015 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 each 2007 18

22 PWD PWD_BRIDGE 2015 4.1 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 cum 4437 8.249

23 PWD 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 27.3

24 PWD PWD_BRIDGE 2015 4.18 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifi cations to be installed by the anufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) meter 11124 33.6

25 PWD PWD_BRIDGE 2015 4.2 Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803. meter 56 116

26 PWD PWD_BRIDGE 2015 4.21 Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) sqm 151 116

27 PWD PWD_BRIDGE 2015 4.23 Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired. each 6600 4

28 PWD PWD_BRIDGE 2015 4.24 Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C. : S.P.51) Tonne 850 110

29 PWD PWD_BRIDGE 2015 4.27 Providing and fixing for hand railing top of crash barrier including cost of material complete as per approved drawing. metre 600 116

30 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 223 225

31 PWD PWD ROAD 2015 4.1 (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 61.875

32 PWD 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 . ) 1000 mm dia. meter 5370 7.5

33 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 8149.350687500126

34 PWD PWD ROAD 2015 4.11 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) Grading-III Material cum 1423 905.625

35 PWD PWD ROAD 2015 4.1 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 492.1875

36 PWD PWD ROAD 2015 0.9 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 1968.75

37 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 1968.75

38 PWD PWD ROAD 2015 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 finisherfor Grading-II(19 mm nominal maximum size, bitumen content 3.40%) cum 6255 98.4375

39 PWD PWD ROAD 2015 5.8 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 finisher With bitumen Type B ( 13.2 mm to 0.09 mm size aggregates ) sqm 146 1968.75

40 PWD 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 277 295.3125

41 PWD PWD ROAD 2015 8.4 C a (i) (amendment) retro-reflectorized 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm, 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 Super Engineering Grade Sheeting of Type II (for ODR & Village Road) With Aluminum sheeting of 2mm thickness 900 mm equilateral triangle, each 3831 2

42 PWD PWD ROAD 2015 8.4 C a(ii) (amendment) 800mmx600 mm rectanguler, each 4507 2

43 PWD PWD ROAD 2015 8.5 c (amendment) Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized signs 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 not exceeding 0.9 sqm and fixed on a mild steel back frame of ISA 40 \times 40 \times 5 mm, supported on a mild steel single angle iron post of size 75 \times 75 \times 6 mm, firmly fixed to the ground with M15 grade cement concrete 45 \times 45 \times 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 7970 1.8

44 PWD PWD ROAD 2015 8.2 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 4

45 PWD 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 32

46 PWD PWD ROAD 2015 9.1 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 aterial.) Ordinry soil upto 3 m depth cum 146 302.148

47 PWD PWD ROAD 2015 9.9 (i) Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 cum 3768 168.45949999999996

48 PWD 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 171.22690537704676

49 PWD 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 324.17

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