NIT NO:1180/TC/2025-26

CH L4 L3 L2 L1 C R1 R2 R3 R4

NIT SCHUDULE FOR CONSTRUCTION OF CHARAMA KORAR ROAD K.M. 15/8 TO GIDHALI RATEDIH KURRUTOLA APPROACH ROAD LENGTH - 9.20 KM

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MAX ITEM LIMIT IN EACH EXCEL FILE IS 1000 P. A.C . RS 1002.65 LACS

SERI AL No. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Ser ial No CRE DIT ITEM (0/1) Calc Field (Y/N) Offset/ Reserve Price

1 PWD PWD ROAD SOR 2015 2.3 Clearing and grubbing 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. Hect. 40680 0 N -

2 PWD PWD ROAD 2015 3.15 (ii) Compacting Original Ground Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. Cum 28 0 N

3 PWD PWD ROAD 2015 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 0 N

4 PWD PWD ROAD 2015 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 0 N

5 PWD PWD ROAD 2015 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 0 N

6 PWD PWD ROAD 2015 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 0 N

7 PWD PWD ROAD 2015 4.1(A)(a)(i) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Lower Sub-base with Grading-III Material Cum 1423 0 N

8 PWD PWD ROAD 2015 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 0 N

9 PWD 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. (i) on WBM/WMM surface @0.85 Kg/sqm. Sqm 64 0 N

10 PWD 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. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm Sqm 17 0 N

11 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 finisher (ii)for Grading-II(19 mm nominal maximum size, bitumen content 3.40%) Cum 6255 0 N

12 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) (II)With mechanical paver finisher (A)With bitumen (ii)Type B (13.2 mm to 0.09 mm size aggregates) Sqm 146 0 N

13 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 0 N

14 PWD PWD ROAD 2015 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 0 N

15 PWD PWD ROAD 2015 8.14(i) Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th Kilometer stone (Precast) Each 2436 0 N

16 PWD PWD ROAD 2015 8.14(iii) Ordinary Kilometer stone (Precast) Each 1460 0 N

17 PWD PWD ROAD 2015 8.14(iii) Hectometer stone (Precast) Each 410 0 N

18 PWD 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 rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel frame of ISA 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 Sings 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 Roads) With Aluminum Sheeting of 2 mm thickness (i) 900 mm equilateral triangle Each 3831 0 N

19 PWD PWD ROAD 2015 8.4 (C)(b)(ii) With Aluminum Sheeting of 1.5 mm thickness (ii) 600 mm circular Each 3184 0 N

20 PWD PWD BRID GE 2015 8.4 (C)(b)(v) (v) 600 mm x 500 mm rectangular Each 3273 0 N

21 PWD PWD BRID GE 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 retro-reflective type sheeting 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 x 40x 5 mm, supported on a mild steel single angle iron post of size 75 x 75 x 6 mm,firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm 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 0 N

22 PWD PWD BRID GE 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 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 a 2 Nos.mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm 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 0 N

23 PWD PWD BRID GE 2015 8.13 Road Marking with Hot Applied Thermoplastic Compound withReflectorizing 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 & holes.) Sqm 707 0 N

24 PWD PWD BRID GE 2015 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 0 N

25 PWD PWD BRID GE 2015 9.4(B) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) (B).600 mm dia Meter 2617 0 N

26 PWD PWD BRID GE 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 0 N

27 PWD PWD BRID GE 2015 3.20(ii) Construction of RCC open drain 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. Meter 2592 0 N

28 PWD PWD BRID GE 2015 3.25(ii) Construction of RCC Drain/Cover/Chamber Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 Cum 4146 0 N

29 PWD PWD BRID GE 2015 3.25(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. MT 56301 0 N

30 PWD PWD BRID GE 2015 9.1(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.) Ordinary soil Upto 3M depth Cum. 146 0 N

31 PWD PWD BRID GE 2015 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 Cum. 3768 0 N

32 PWD PWD BRID GE 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 0 N

33 PWD PWD BRID GE 2015 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 0 N

34 PWD PWD BRID GE 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 0 N

35 PWD PWD BRID GE 2015 1.4(i)B Cement Concrete Grade M-15 & M-20 Cum. 348 0 N -

36 PWD PWD BRID GE 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 0 N -

37 PWD PWD BRID GE 2015 2.1(A)(iv) Hard rock (blasting prohibited) Cum. 802 0 N -

38 PWD PWD BRID GE 2015 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. Cum. 1234 0 N -

39 PWD PWD BRID GE 2015 2.6(A)(i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A)Using concrete mixer (i)PCC Grade M15 Cum. 4613 0 N -

40 PWD PWD BRID GE 2015 2.6(A)(ii) PCC Grade M20 Cum. 5247 0 N -

41 PWD PWD BRID GE 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 0 N -

42 PWD PWD BRID GE 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). (A)Height upto 5m (a)Using concrete Mixer (ii)P.C.C. Grade M-20 Cum. 5551 0 N -

43 PWD PWD BRID GE 2015 3.6(D)(a)(ii) (D)Height upto 5m (a)Using concrete Mixer (ii)RCC Grade M20 Cum. 5603 0 N -

44 PWD PWD BRID GE 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. MT 69002 0 N -

45 PWD PWD BRID GE 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). (A)RCC Grade M30 (I)For Solid Slab Super Structure (a)Using Concrete Mixer (i)Height upto 5m Cum. 6973 0 N -

46 PWD PWD BRID GE 2015 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101 0 N

47 PWD PWD BRID GE 2015 4.14(B) Filler joint Providing and fixing 20 mm thick compressiable fiber board (12mm long x25 mm deep ) in expansion Joint complte as per drawing and technical specification Sqm 1204 0 N

48 PWD PWD BRID GE 2015 Provingand fixing in position tar paper braering for slabe as per approved drawing and specification Sqm 66 0 N

49 PWD PWD BRID GE 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. (i)Grannular material Cum. 905 0 N

50 PWD PWD BRID GE 2015 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 0 N

51 PWD PWD BRID GE 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. Meter 321 0 N

52 PWD PWD BRID GE 2015 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 as per section 2504. Cum. 2079 0 N

53 PWD PWD BRID GE 2015 5.4(A) Providing and laying Pitching 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 section 2504. Cum. 2413 0 N

54 PWD PWD BRID GE 2015 9.5(D) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (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).1000 mm dia Meter 5370 0 N

55 PWD PWD ROAD 2015 4.1(A)(a)(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 (ii) Grading-VI Material Cum. 1363 0 N

P. A.C . RS 1002.65 LACS

NIT SCHUDULE FOR CONSTRUCTION OF NH 30 MARKATOLA - GOTITOLA TO HITEKASA CHOUK 4.60 KM ROAD

To enable entering data into the sheet, please click on 'Enable Editing'.

Please insert items from 12th row.

Every row will be considered as a distinct item.

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If 'Calc Field' is not entered, default value 'N' will be taken.

MAX ITEM LIMIT IN EACH EXCEL FILE IS 1000

SERI AL No. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Ser ial No CRE DIT ITEM (0/1) Calc Field (Y/N) Offset/ Reserve Price EMD Amount

1 PWD PWD ROAD 2015 2.3 Clearing and grubbing 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. Hect. 40680 0 N -

2 PWD PWD ROAD 2015 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 0 N

3 PWD PWD ROAD 2015 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 0 N

4 PWD PWD ROAD 2015 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 0 N

5 PWD PWD ROAD 2015 Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters) Meter 44 0 N

6 PWD PWD ROAD 2015 4.1(A)(a)(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 Lower Sub-base with Grading-V Material Cum 1372 0 N

8 PWD PWD ROAD 2015 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 0 N

9 PWD 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. (i) on WBM/WMM surface @0.85 Kg/sqm. Sqm 64 0 N

10 PWD 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. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm Sqm 17 0 N

11 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 finisher (ii)for Grading-II(19 mm nominal maximum size, bitumen content 3.40%) Cum 6255 0 N

12 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)(II)With mechanical paver finisher (A)With bitumen (ii)Type B (13.2 mm to 0.09 mm size aggregates) Sqm 146 0 N

13 PWD PWD ROAD 2015 3.20(ii) Construction of RCC open drain 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. Meter 2592 0 N

14 PWD PWD ROAD 2015 3.25(ii) Construction of RCC Drain/Cover/Chamber Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 Cum 4146 0 N

15 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. MT 56301 226893 N

16 PWD PWD ROAD 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. With smooth wheeled roller Cum 277 0 N

17 PWD 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) (ii)Ordinary Kilometer stone (Precast) Each 1460 0 N

18 PWD PWD ROAD 2015 8.14(iii) Hectometer stone (Precast) Each 410 0 N

19 PWD PWD ROAD 2015 9.14(B) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) (B).600 mm dia Meter 2617 0 N

20 PWD PWD BRID GE 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 0 N

21 PWD PWD BRID GE 2015 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. Cum. 1234 0 N

22 PWD PWD BRID GE 2015 2.6(A)(i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A)Using concrete mixer (i)PCC Grade M15 Cum. 4613 0 N

23 PWD PWD BRID GE 2015 2.6(A)(ii) PCC Grade M20 Cum. 5247 0 N

24 PWD PWD BRID GE 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). (A)Height upto 5m (a)Using concrete Mixer (ii)P.C.C. Grade M-20 Cum. 5551 0 N

25 PWD PWD BRID GE 2015 3.6(D)(a)(ii) (D)Height upto 5m (a)Using concrete Mixer (ii)RCC Grade M25 Cum. 6339 0 N

26 PWD PWD BRID GE 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. MT 69002 0.000 0 N

27 PWD PWD BRID GE 2015 4.1(A)(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). (A)RCC Grade M25 (I)For Solid Slab Super Structure (a)Using Concrete Mixer (i)Height upto 5m Cum. 6877 0 N

28 PWD PWD BRID GE 2015 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101 0 N

32 PWD PWD BRID GE 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. Meter 321 0 N

33 PWD PWD BRID GE 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. (i)Grannular material Cum. 905 0 N

34 PWD PWD BRID GE 2015 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 0 N

NIT SCHUDULE FOR CONSTRUCTION OF CHARAMA KORAR ROAD K.M. 15/8 TO GIDHALI RATEDIH KURRUTOLA APPROACH ROAD LENGTH - 9.20 KM

Road S.O.R. w.e.f. 01/01/2015 & Bridge S.O.R. w.e.f. 01/01/2015 with Amendment to till date P A C Rs 1002.65 lacs

S.No. Item Code Description Quantity unit Rate Amount

1 2.3 Clearing and grubbing 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. Hect. 40680 336830

2 3.15 (ii) Compacting Original Ground Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. 12420 Cum 28 347760

3 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. 2561.9 Cum 95 243381

4 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) 45001.32 Cum 223 10035295

5 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) 54343.21 Cum 250 13585803

6 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) 1921.43 Cum 80 153714

7 4.1(A)(a)(i) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Lower Sub-base with Grading-III Material 12640.25 Cum 1423 17987073

8 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 12380124

9 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. (i) on WBM/WMM surface @0.85 Kg/sqm. 35190 Sqm 64 2252160

10 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. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 35190 Sqm 17 598230

11 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 finisher (ii)for Grading-II(19 mm nominal maximum size, bitumen content 3.40%) 1759.5 Cum 6255 11005673

12 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) (II)With mechanical paver finisher (A)With bitumen (ii)Type B (13.2 mm to 0.09 mm size aggregates) 35190 Sqm 146 5137740

13 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 5520 Cum 277 1529040

14 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 Each 1491 47712

15 8.14(i) Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th Kilometer stone (Precast) 1 Each 2436 2436

16 8.14(iii) Ordinary Kilometer stone (Precast) 10 Each 1460 14600

17 8.14(iii) Hectometer stone (Precast) 36 Each 410 14760

18 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 rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel frame of ISA 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 Sings 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 Roads) With Aluminum Sheeting of 2 mm thickness (i) 900 mm equilateral triangle 18 Each 3831 68958

19 8.4 (C)(b)(ii) With Aluminum Sheeting of 1.5 mm thickness (ii) 600 mm circular 3 Each 3184 9552

20 8.4 (C)(b)(v) (v) 600 mm x 500 mm rectangular 10 Each 3273 32730

21 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 retro-reflective type sheeting 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 x 40x 5 mm, supported on a mild steel single angle iron post of size 75 x 75 x 6 mm,firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm 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) 8.1 Sqm 7970 64557

22 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 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 a 2 Nos.mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm 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) 12.96 Sqm 8115 105170

23 8.13 Road Marking with Hot Applied Thermoplastic Compound withReflectorizing 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 & holes.) 1012 Sqm 707 715484

24 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. 600 Each 431 258600

25 9.4(B) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) (B).600 mm dia 75 Meter 2617 196275

26 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 135 Meter 553 74655

27 3.20(ii) Construction of RCC open drain 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. 1067 Meter 2592 2765664

28 3.25(ii) Construction of RCC Drain/Cover/Chamber Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 45.86 Cum 4146 190152

29 3.25(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. 4.59 MT 56301 258219

30 9.1(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.) Ordinary soil Upto 3M depth 1098.57 Cum. 146 160391

31 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 Cum. 3768 3889134

32 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. 351 Cum. 2079 729729

33 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. 526.5 Cum. 2413 1270445

34 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 24.68 Cum. 294 7262

35 1.4(i)B Cement Concrete Grade M-15 & M-20 301.5 Cum. 348 104926

36 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 1516.1 Cum. 146 221348

37 2.1(A)(iv) Hard rock (blasting prohibited) 385.97 Cum. 802 309536

38 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. Cum. 1234 272517

39 2.6(A)(i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A)Using concrete mixer (i)PCC Grade M15 Cum. 4613 679310

40 2.6(A)(ii) PCC Grade M20 Cum. 5247 4291731

41 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 145629

42 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). (A)Height upto 5m (a)Using concrete Mixer (ii)P.C.C. Grade M-20 Cum. 5551 3791000

43 3.6(D)(a)(ii) (D)Height upto 5m (a)Using concrete Mixer (ii)RCC Grade M20 Cum. 5603 385038

44 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 317409

45 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). (A)RCC Grade M30 (I)For Solid Slab Super Structure (a)Using Concrete Mixer (i)Height upto 5m Cum. 6973 719614

46 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101 1012258

47 4.14(B) Filler joint Providing and fixing 20 mm thick compressiable fiber board (12mm long x25 mm deep ) in expansion Joint complte as per drawing and technical specification Sqm 1204 78260

48 Provingand fixing in position tar paper braering for slabe as per approved drawing and specification Sqm 66 4224

49 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)Grannular material 364.89 Cum. 905 330219

50 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 589780

51 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 192279

52 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 as per section 2504. 5.16 Cum. 2079 10748

53 5.4(A) Providing and laying Pitching 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 section 2504. 10.34 Cum. 2413 24949

54 9.5(D) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (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).1000 mm dia 30 Meter 5370 161100

55 4.1(A)(a)(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 (ii) Grading-VI Material 112.52 Cum. 1363 153338

NIT SCHUDULE FOR CONSTRUCTION OF CHARAMA KORAR ROAD K.M. 15/8 TO GIDHALI RATEDIH KURRUTOLA APPROACH ROAD LENGTH - 9.20 KM

Road S.O.R. w.e.f. 01/01/2015 & Bridge S.O.R. w.e.f. 01/01/2015 with Amendment to till date P A C Rs 1002.65 lacs QTY Detail

S.No. Item Code Description Quantity unit Rate Amount road 4m span ch 100= 1 Nos 4m span ch 5450= 1 no 2m span ch 1625 1x R 1000 Dia HP Culuvert Ch 3525,4000,8600= 3 Nos 2m span ch4285,5875,6450,6522= 4 nos 2M SAPN ch 4364,4625,5125 =3 Nos 4m span ch 5450= 1 no 2m span ch 1625 1x R 1000 Dia HP Culuvert Ch 3525,4000,8600= 3 Nos 2m span ch4285,5875,6450,6522= 4 nos 2M SAPN ch 4364,4625,5125 =3 Nos

1 2.3 Clearing and grubbing 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. Hect. 40680 8.28

2 3.15 (ii) Compacting Original Ground Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. 12420 Cum 28 12420

3 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. 2561.9 Cum 95 2561.9

4 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) 45001.32 Cum 223 44077.32 132

5 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) 54343.21 Cum 250 54343.21

6 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) 1921.43 Cum 80 1921.43

7 4.1(A)(a)(i) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Lower Sub-base with Grading-III Material 12640.25 Cum 1423 12640.25

8 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 8633.28

9 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. (i) on WBM/WMM surface @0.85 Kg/sqm. 35190 Sqm 64 35190

10 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. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 35190 Sqm 17 35190

11 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 finisher (ii)for Grading-II(19 mm nominal maximum size, bitumen content 3.40%) 1759.5 Cum 6255 1759.5

12 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) (II)With mechanical paver finisher (A)With bitumen (ii)Type B (13.2 mm to 0.09 mm size aggregates) 35190 Sqm 146 35190

13 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 5520 Cum 277 5520

14 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 Each 1491 32

15 8.14(i) Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th Kilometer stone (Precast) 1 Each 2436 1

16 8.14(iii) Ordinary Kilometer stone (Precast) 10 Each 1460 10

17 8.14(iii) Hectometer stone (Precast) 36 Each 410 36

18 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 rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel frame of ISA 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 Sings 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 Roads) With Aluminum Sheeting of 2 mm thickness (i) 900 mm equilateral triangle 18 Each 3831 18

19 8.4 (C)(b)(ii) With Aluminum Sheeting of 1.5 mm thickness (ii) 600 mm circular 3 Each 3184 3

20 8.4 (C)(b)(v) (v) 600 mm x 500 mm rectangular 10 Each 3273 10

21 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 retro-reflective type sheeting 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 x 40x 5 mm, supported on a mild steel single angle iron post of size 75 x 75 x 6 mm,firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm 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) 8.1 Sqm 7970 8.1

22 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 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 a 2 Nos.mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm 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) 12.96 Sqm 8115 12.96

23 8.13 Road Marking with Hot Applied Thermoplastic Compound withReflectorizing 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 & holes.) 1012 Sqm 707 1012

24 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. 600 Each 431 600

25 9.4(B) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) (B).600 mm dia 75 Meter 2617 75

26 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 135 Meter 553 135

27 3.20(ii) Construction of RCC open drain 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. 1067 Meter 2592 1067

28 3.25(ii) Construction of RCC Drain/Cover/Chamber Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 45.86 Cum 4146 45.86

29 3.25(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. 4.59 MT 56301 4.59

30 9.1(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.) Ordinary soil Upto 3M depth 1098.57 Cum. 146 955.5

31 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 Cum. 3768 936 96.15

32 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. 351 Cum. 2079 351

33 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. 526.5 Cum. 2413 526.5

34 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 24.68 Cum. 294 3.31

35 1.4(i)B Cement Concrete Grade M-15 & M-20 301.5 Cum. 348 44.21

36 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 1516.1 Cum. 146 117.29

37 2.1(A)(iv) Hard rock (blasting prohibited) 385.97 Cum. 802 117.29

38 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. Cum. 1234 26.14

39 2.6(A)(i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A)Using concrete mixer (i)PCC Grade M15 Cum. 4613 17.43

40 2.6(A)(ii) PCC Grade M20 Cum. 5247 105.85

41 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 1.06

42 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). (A)Height upto 5m (a)Using concrete Mixer (ii)P.C.C. Grade M-20 Cum. 5551 92.11

43 3.6(D)(a)(ii) (D)Height upto 5m (a)Using concrete Mixer (ii)RCC Grade M20 Cum. 5603 13.76

44 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 0.999

45 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). (A)RCC Grade M30 (I)For Solid Slab Super Structure (a)Using Concrete Mixer (i)Height upto 5m Cum. 6973 7.8

46 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101 2.04

47 4.14(B) Filler joint Providing and fixing 20 mm thick compressiable fiber board (12mm long x25 mm deep ) in expansion Joint complte as per drawing and technical specification Sqm 1204 8.5

48 Provingand fixing in position tar paper braering for slabe as per approved drawing and specification Sqm 66 8

49 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)Grannular material 364.89 Cum. 905 37.59 32.58

50 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 34.63 29.62

51 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 47.7

52 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 as per section 2504. 5.16 Cum. 2079 2.58

53 5.4(A) Providing and laying Pitching 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 section 2504. 10.34 Cum. 2413 5.17

54 9.5(D) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (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).1000 mm dia 30 Meter 5370

55 4.1(A)(a)(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 (ii) Grading-VI Material 112.52 Cum. 1363