NIT NO:651/TC/2026-27

Abstract of Qty for Construction of Midmida -Mouhapali App. Road Length 3.50 Km Block : Pussoure Dist Raigarh

S Item No./Page Particular Road HPC 8 Nos Toe Wall Rataining Wall 2m * 10 mtr Slab culvert Total QTY Unit Rate Amount

1 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 relevant clauses of section- 200

A In area of light jungle 4 0 0 0 0 3.50 Hect. 40680 142,380

2 3.15 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. 6,825 0 0 0 0 6825 Cum 28.00 191,100

3 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. 983 0 0 0 0 982.759 Cum 95 93,362

4 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) 786 0 0 0 0 786.207 Cum. 80.00 62,897

5 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) 16,384 0 0 0 600 16984.30 Cum 223 3,787,499

6 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) 9,975 0 0 0 0 9975 Cum 250 2,493,750

7 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)

(b) For Sub-base cum drainage layer or upper sub-base with

8 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.) 1,519 0 0 0 0 1518.75 Cum 1434 2,177,888

9 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. 5,625 0 0 0 0 5625 Sqm 64 360,000

10 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 5,906 0 0 0 0 5906.25 Sqm 17 100,406

11 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

(ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.4% 281.25 0 0 0 0 281.25 Cum 6255 1,759,219

12 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)

II. With mechanical paver finisher

ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 5,625 0 0 0 0 5625 Sqm 146 821,250

13 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 1,444 0 0 0 0 1443.75 Cum 277 399,919

14 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)

15 6.7 Providing And Laying Un-Reinforced Cement Concrete Without Dowel bars Including Formwork and expansion Contraction & Longitudinal Joints as per design and as per IRC-62-2014 Over a Prepared base a per Approved Mix design and finishing to lines and grade as per Deawing for Pavement Thikness Less than 200mm in Low Volume Roads.

PCC Grade M30 with minimum cement content @ 375kg/cum 2,200 0 0 0 0 2200 Cum 4391 9,660,200

Drain and Utility Pipe

16 3.20 Construction of RCC open drain

(ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. 500 0 0 0 0 500 Meter 2592 1,296,000

17 3.27 Construction of RCC drain/cover slab/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 53 0 0 0 0 52.5 Cum. 4146 217,665

(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. 3 0 0 0 0 3.15 MT 56301 177,348

18 8.44 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 100 0 0 0 0 100 Meter 553 55,300

19 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concretepipe NP3/prestressed concrete pipe for culverts including fixingcollar with cement mortar 1:2 but excluding bedding below ipes,excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets . )

20 8.4 Retro reflectorized Traffic signs (Providing and fixing of retro reflectorized cautionary ,mandatory and informatory sign as per IRC : 67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40x 40x5 mm and mild steel angle post 75mm x75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45 cm x60 cm ,60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC 67-2012

C Made of Class A High intensitysuper engineering grade sheeting of Type II (for ODR & village Roads)

b) With Aluminum Sheeting 1.5 mm thickness

(i) 600 mm equilateral triangle 6 0 0 0 0 6 Each 2506 15,036

(ii) 600 mm circular 6 0 0 0 0 6 Each 3184 19,104

(iii) 600 mm x 500 mm rectangular 6 0 0 0 0 6 Each 3273 19,638

(iv) 600 mm x 600 mm square 4 0 0 0 0 4 Each 3598 14,392

21 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. 32 0 0 0 0 32 Each 1491 47,712

22 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.) 70 0 0 0 0 70 Sqm 707 49,490

23 8.30 Metal Beam Crash Barrier

A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3) 100 0 0 0 0 100 Meter 2602 260,200

24 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. 250 0 0 0 0 250 Each 431 107,750

25 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) 4 0 0 0 0 4 Each 1460 5,840

(iii) Hectometer stone (Precast) 14 0 0 0 0 14 Each 410 5,740

HPC 8 nos / Toe wall

26 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.)

27 9.9 Plain cement concrete complete as per drawing and Technical Specifications

28 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 . )

29 Bridge Sor 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. (i) Granular material 0 77 0 77 148 302.39 Cum. 905 273,663

30 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. 0 0 135 0 0 135 Cum. 2079 280,665

31 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. 0 0 203 0 0 202.5 Cum. 2413 488,633

32 2.1 Bridge SOR 2015 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.

I Ordinary soil

33 2.6 / Bridge SOR 2015 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

A. Using concrete mixer

34 2.24 Bridge SOR 2015 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600 0 0 0 2 3.570 5.958 MT 68693 409,273

35 3.6 Bridge SOR 2015 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).

D Height upto 5m

(a) Using concrete Mixer

36 3.7 Bridge SOR 2015 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. 0 0 0 2 5.240 7.284 MT 69002 502,611

37 3.8 Bridge SOR 2015 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. 0 0 0 60 150 210 meter 321 67,410

38 3.10 Bridge SOR 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. 0 0 0 72 58 129.96 Cum 1926 250,303

39 2.3 bridge Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. 0 0 0 0 51 51.45 Cum 1234 63,489

40 3.6 bridge 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 Height upto 5m

(a) Using concrete Mixer

D Height upto 5m

(a) Using concrete Mixer

41 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 B)RCC Grade M30 I) For Solid Slab Super Structure (a)Using Concrete Mixer (i)Height upto 5 m 0 0 0 0 191 190.99 CUM 6973 1,331,773

42 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications. 0 0 0 0 19 19.1 MT 70101 1,338,929

43 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawing and specification 0 0 0 0 20 20 SQM 66 1,320

44 4.14B 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. 0 0 0 0 27 27 SQM 1204 32,508

45 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. 0 0 0 0 25 24.75 CUM 11847 293,213

46 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) 0 0 0 0 68 68 Meter 1819 123,692

47 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 0 0 0 0 4 4 EACH 2007 8,028

48 4.1 4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 0 0 0 0 15 15 CUM 4437 66,555

49 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 0 0 0 0 30 30 CUM 9467 284,010

Sub Engineer Sub-Div. Officer Executive Engineer

PWD (B/R) Sub-Div. Rgh PWD (B/R) Rgh.-Div. Rgh

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Nit Schedule for Construction of Midmida to Mouhapali Road Length 3.50 Km.

PAC Rs. 483.89 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 tobe 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 lauses of section- 200. A) In area of light jungle Hectare 40680.00 3.50 142,380 0 0 N

2 PWD PWD ROAD 2015 3.15 Compacting Original Ground. (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 6825.00 191,100 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 unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. Cum 95.00 982.76 93,362 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 80.00 786.21 62,897 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 16984.30 3,787,499 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 9975.00 2,493,750 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 APlant mix method (with Mechanically crushed stone only) (b) (i)Grading-V Material Cum 1372.00 5895.90 8,089,175 0 0 N

8 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 compacting with vibratory roller to achieve the desired density as per clause 406.) Cum 1434.00 1518.75 2,177,888 0 0 N

9 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 5625.00 360,000 0 0 N

10 PWD PWD ROAD 2015 5.2 Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion presser distributor on the prepared bituminious / granular surface cleaned with mechasnichal broom and as per clause 503 of secrtion 500. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm Sqm 17.00 5906.25 100,406 0 0 N

11 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 (ii)for Grading-II(19 mm nominal maximum size, bitumen content 3.4% Cum 6255.00 281.25 1,759,219 0 0 N

12 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) II. With mechanical paver finisher A With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) Sqm 146.00 5625.00 821,250 0 0 N

13 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 1443.75 399,919 0 0 N

14 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 1160.00 3,235,240 0 0 N

15 PWD PWD ROAD 2015 6.7/Amendment Providing and laying unreinforced concrete without Dowel bars including formwork and expansion contraction and longitudinal joints as per design and as per IRC 62-2014 over a prepared base as per approved mix design and finishing to lines and grade as per drawing for pavement thickness less than 200 mm in Low Volume Roads Pcc grade M-30 with minimum cement content @375 kg/Cum. ii ) With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum. Cum 4391.00 2200.00 9,660,200 0 0 N

16 PWD PWD ROAD 2015 3.20 Construction of RCC open drain ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.. Metre 2592.00 500.00 1,296,000 0 0 N

17 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 52.50 217,665 0 0 N

18 PWD 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 3.15 177,348 0 0 N

19 PWD PWD ROAD 2015 8.44 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 553.00 100.00 55,300 0 0 N

20 PWD PWD ROAD 2015 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concretepipe NP3 /prestressed concrete pipe for culverts including fixingcollar with cement mortar 1:2 but excluding bedding below ipes,excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets .(B)600 mm dia Meter 2459.00 60.00 147,540 0 0 N

21 PWD PWD ROAD 2015 D 1000 mm dia Meter 5370.00 80.00 429,600 0 0 N

22 PWD PWD ROAD 2015 8.4 Amendment (ii) Retro reflectorized Traffic signs (Providing and fixing of retro reflectorized cautionary ,mandatory and informatory sign as per IRC : 67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40x 40x5 mm and mild steel angle post 75mm x75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45 cm x60 cm ,60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC 67-2012 C. Made of Class A High intensitysuper engineering grade sheeting of Type II (for village road) b) With aluminium sheeting of 1.5 mm thickness i) 600 mm equilateral triangle Each 2506.00 6.00 15,036 0 0 N

23 PWD PWD ROAD 2015 ii 600 mm circular Each 3184.00 6.00 19,104 0 0 N

24 PWD PWD ROAD 2015 ii 600 mm x 500 mm rectangular Each 3273.00 6.00 19,638 0 0 N

25 PWD PWD ROAD 2015 iv 600 mm x 600 mm square Each 3598.00 4.00 14,392 0 0 N

26 PWD PWD ROAD 2015 8.20 Providing and fixing Hazard Marker type -2 patial retro-reflective size 0.30x0.90 m made of 16 guage (1.60mm thick mild steel sheet conforming to IS:2062 paited with one cost of zinc chromium stoving primer and 2 coats of lake stove enamel (oven baked) paint with 10 cm bends of yellow retro-reflective sheeting of engineering grade pasted up per IRC:79 i/c 1 M.S. angle iron post of 50x50x5 mm of 1.65 m long duly paited with synthetic enamel paint block i/c bolts and fixing the same in M-15 concrete lake of size 30x30x30 cm i/c transportation etc complete. Each 1491.00 32.00 47,712 0 0 N

27 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.) Sqm 707.00 70.00 49,490 0 0 N

28 PWD PWD ROAD 2015 8.30 Metal Beam Crash Barrier A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3) Meter 2602.00 100.00 260,200 0 0 N

29 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 431.00 250.00 107,750 0 0 N

30 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) Each 1460.00 4.00 5,840 0 0 N

31 PWD PWD ROAD 2015 iii Hectometer stone (Precast) Each 410.00 14.00 5,740 0 0 N

32 PWD 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. 146.00 536.72 78,361 0 0 N

33 PWD PWD ROAD 2015 9.9 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 Cum. 3768.00 547.24 2,062,000 0 0 N

34 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 905.00 302.39 273,663 0 0 N

35 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 2079.00 135.00 280,665 0 0 N

36 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 2413.00 202.50 488,633 0 0 N

37 PWD PWD BRIDGE 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. A)Ordinary soil (i)Upto 3 m depth Cum 146.00 622.66 90,908 0 0 N

38 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) PCC Grade M15 Cum 4613.00 48.70 224,653 0 0 N

39 PWD PWD BRIDGE 2015 (ii) PCC Grade M20 Cum 5247.00 356.88 1,872,549 0 0 N

40 PWD PWD BRIDGE 2015 (ii) RCC Grade M25 Cum 5979.00 47.76 285,557 0 0 N

41 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. MT 68693.00 5.96 409,273 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 ) Height upto 5m (a) Using concrete Mixer (ii) P.C.C. Grade M-20 Cum 5551.00 228.76 1,269,847 0 0 N

43 PWD PWD BRIDGE 2015 D Height upto 5m (a) Using concrete Mixer (i) R.C.C. Grade M-20 Cum 5603.00 29.52 165,401 0 0 N

44 PWD PWD BRIDGE 2015 (ii) R.C.C. Grade M-25 Cum 6339.00 44.40 281,452 0 0 N

45 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 69002.00 7.28 502,611 0 0 N

46 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 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. Meter 321.00 210.00 67,410 0 0 N

47 PWD 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 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 1926.00 129.96 250,303 0 0 N

48 PWD PWD BRIDGE 2015 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specification Cum 1234.00 51.45 63,489 0 0 N

49 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 I) For Solid Slab Super Structure (a)Using Concrete Mixer (i)Height upto 5 m Cum 6973.00 190.99 1,331,773 0 0 N

50 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 70101.00 19.10 1,338,929 0 0 N

51 PWD PWD BRIDGE 2015 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawing and specification SQM 66.00 20.00 1,320 0 0 N

52 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 27.00 32,508 0 0 N

53 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 24.75 293,213 0 0 N

54 PWD 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 68.00 123,692 0 0 N

55 PWD PWD BRIDGE 2015 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 EACH 2007.00 4.00 8,028 0 0 N

56 PWD PWD BRIDGE 2015 4.1 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 15.00 66,555 0 0 N

57 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 9467.00 30.00 284,010 0 0 N