210 /G/TC/Kanker/ Construction of 3x8.00 mtr Span Culvert at km. 12/10 of Kundla Kohkameta Irakbhat

NIT Schedule for construction of 3x8.00M Span Slab Culvert at km 12/10 of Kundla Kohkameta Irakhbhatti to Kachapal Road

SOR of Bridge & Road for P.W.D. w.e.f. 01.01.2025, & Ammendments Upto Date Civil Cost :- 105.42 Lacs

Total PAC Rs:- 105.42 Lacs

S.No. SOR Year Chapter No. Item No. Sub Item No. PARTICULARS QUANTITY UNIT RATE AMOUNT

1 2 3 4 5 6 7 8 9 10 11 GF FF Terrace W&S Landscaping Septic Tank

1 PWD Civil 2025 2 2.1 0 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.) A Ordinary soil (I) Upto 3 m depth 630.671 CUM 161.00 101538.00 -184.559 446.11 0.00 446.11

2 PWD Civil 2025 2 2.3 0 Sand Filling in Foundation Trenches as per Drawing & Technical Specification 44.724 CUM 1278.00 57157.00 #REF! 129684.24 55000.46 4527.71 570.00 #REF! #REF!

3 PWD Civil 2025 2 2.6 0 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A Using concrete mixer (i) PCC Grade M15 83.124 CUM 4791.00 398247.00 #REF! 4905.47 #REF! #REF!

4 PWD Civil 2025 2 2.6 0 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A Height upto 5m Using concrete mixer (ii) P.C.C. Grade M-20 433.34 CUM 5135.00 2225200.00 #REF! 318.59 310.58 81.36 710.53

5 PWD Civil 2025 2 2.25 0 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600 6.50 MT 79298.00 515437.00 #REF! 318.59 318.59

6 PWD Civil 2025 3 3.6 0 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 A Height upto 5m (a) Using concrete Mixer (ii) P.C.C. Grade M-20 482.70 CUM 5512.00 2660642.00 #REF! 90.76 61.23 151.99

7 PWD Civil 2025 3 3.6 0 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (i) Above bed level R.C.C. M-20 26.570 CUM 5525.00 146799.00 7.636 90.76 90.76

8 PWD Civil 2025 3 3.7 0 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 6.6868 MT 79704.00 532965.00 #REF! 90.76 61.23 151.99

9 PWD Civil 2025 4 4.1 0 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 A RCC Grade M25 I For Solid Slab Super Structure (a) Using batch type concrete mixer with integrated weigher. (i) Height upto 5m 161.460 CUM 6678.00 1078230.00 #REF! 3472.38 2657.95 150.24 6280.57

10 PWD Civil 2025 4 4.2 0 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 14.531 MT 81366.00 1182329.00 #REF! 1995.55 1267.54 810.94 4074.02

11 PWD Civil 2025 3 3.18 0 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. 16.800 M 66.00 1109.00 #REF! 2411.52 2047.75 69.70 4528.96

12 PWD Civil 2025 4 4.13 0 4.13 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. 20.16 M 1212.00 24434.00 -174.620 126.00 121.60 11.12 258.72

13 PWD Civil 2025 4 4.4 0 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. 17.010 Cum 12684.00 215755.00

14 PWD Civil 2025 3 3.10 0 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 91.12 CUM 1011.00 92124.00 #REF! 54.72 0.00 54.72

15 PWD Civil 2025 3 3.9 0 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 148.40 M 438.00 64999.00 1405.970 646.15 542.73 97.99 125.60 1412.47

16 PWD Civil 2025 4 4.13 0.00 Drainage Spouts complete as per drawing and Technical specifications of section 2705 24.00 Each 2688.00 64512.00 -226.650 139.92 116.13 256.05

17 PWD Civil 2025 4 4.9 0.00 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) 60.00 RM 2008.00 120480.00 #REF! 631.62 390.98 1022.60

18 PWD Civil 2025 2 Road SOR 2.3 0 Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish including all leads and lifts) 0.30 Hect 19436.00 5831.00 #REF! 10200.00 10200.00

19 PWD Civil 2025 3 Road SOR 3.12 0 Construction of embankment / sub grade with Material Obtained from Borrow Pits (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) 2540.00 CUM 238.00 604520.00 #REF! 2288.25 63.00 #REF! #REF!

20 PWD Civil 2025 4 4.1 0 Construction of granular sub-base by providing close 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) For Sub-base cum drainage layer or upper sub-base with (i) Grading- III Material 121.50 CUM 1568.00 190512.00 #REF! 915.30 18.00 933.30

21 PWD Civil 2025 4 4.11 0 Construction of Shoulders Construction of shoulders 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 etc. complete as per clause 408. A With Vibratory roller 112.50 CUM 327.00 36788.00 #REF! 2979.11 #REF! #REF!

22 PWD Civil 2025 4 4.6 0 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. 57.75 CUM 1606.00 92747.00 #REF! 20.43 18.81 2.61 41.85

23 PWD Civil 2025 5 5.1 0 Prime coat Providing and applying primer coat with 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. 375.00 Sqm 77.00 28875.00 #REF! 1057.68 1057.68 264.98 2380.34

24 PWD Civil 2025 5 5.2 0 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 surface treated with primes @ 0.30 kg/ Sqm 375.00 Sqm 18.00 6750.00 2165.230 1060.15 1186.54 80.00 2326.69

25 PWD Civil 2025 5 5.11 0 Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using bitumen to 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, finished to required level and grades as per clause 510. (i) Mechanical method using Penetration grade Bitumen and 40-60 HMP of appropriate capacity not less than 35 tonnes/hour . 375.00 Sqm 120.00 45000.00 #REF! 66.34 66.34 132.67 2030.96 #REF!

26 PWD Civil 2025 5 5.13 B Seal Coat Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall including rolling and finishing using Type A and B seal coats as per clause 511. B Type B i) Providing and laying of premix sand seal coat with minimum 40-60 TPH HMP of appropriate capacity using crushed stone chipping (passing through 2.36mm size sieve) and with bitumen as binder. 375.00 Sqm 46.00 17250.00 4307.771 2097.67 2030.96 95.67 98.00 4322.30 98 #REF!

27 PWD Civil 2025 8 8.2 4.16 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. 50.00 Each 525.00 26250.00 #REF! 148.72 63.36 212.08 95.672 #REF!

28 PWD Civil 2025 8 8.2 0 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. 4.00 Each 1294.00 5176.00 #REF! 148.72 63.36 212.08 95.672 #REF!

29 PWD Civil 2025 8 8.16 0 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specification 2.00 Each 307.00 614.00 #REF! 1080.70 458.34 41.16 16.20 #REF! #REF! 522789

BOQ for construction of 3x8.00M Span Slab Culvert at km 12/10 of Kundla Kohkameta Irakhbhatti to Kachapal Road

Every row will be considered as a distinct item.

The row, in which the two fields- 'Item Code' and 'Description' are blank, will not be considered.

If 'CREDIT ITEM' is not entered, default value '0' will be taken.

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

MAX ITEM LIMIT IN each EXCEL FILE IS 1000

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

1 PWD Civil 2025 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.) A Ordinary soil (I) Upto 3 m depth 630.671 CUM 161.00 101538.00 0 0 N

2 PWD Civil 2025 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specification 44.724 CUM 1278.00 57157.00 0 0 N

3 PWD Civil 2025 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A Using concrete mixer (i) PCC Grade M15 83.124 CUM 4791.00 398247.00 0 0 N

4 PWD Civil 2025 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A Height upto 5m Using concrete mixer (ii) P.C.C. Grade M-20 433.34 CUM 5135.00 2225200.00 0 0 N

5 PWD Civil 2025 2.25 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600 6.50 MT 79298.00 515437.00 0 0 N

6 PWD Civil 2025 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 A Height upto 5m (a) Using concrete Mixer (ii) P.C.C. Grade M-20 482.70 CUM 5512.00 2660642.00 0 0 N

7 PWD Civil 2025 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (i) Above bed level R.C.C. M-20 26.570 CUM 5525.00 146799.00 0 0 N

8 PWD Civil 2025 3.7 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 6.6868 MT 79704.00 532965.00 0 0 N

9 PWD Civil 2025 4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 A RCC Grade M25 I For Solid Slab Super Structure (a) Using batch type concrete mixer with integrated weigher. (i) Height upto 5m 161.460 CUM 6678.00 1078230.00 0 0 N

10 PWD Civil 2025 4.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 14.531 MT 81366.00 1182329.00 0 0 N

11 PWD Civil 2025 3.18 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. 16.800 M 66.00 1109.00 0 0 N

12 PWD Civil 2025 4.13 4.13 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. 20.16 M 1212.00 24434.00 0 0 N

13 PWD Civil 2025 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. 17.010 Cum 12684.00 215755.00 0 0 N

14 PWD Civil 2025 3.10 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 91.12 CUM 1011.00 92124.00 0 0 N

15 PWD Civil 2025 3.9 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 148.40 M 438.00 64999.00 0 0 N

16 PWD Civil 2025 4.13 Drainage Spouts complete as per drawing and Technical specifications of section 2705 24.00 Each 2688.00 64512.00 0 0 N

17 PWD Civil 2025 4.9 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) 60.00 RM 2008.00 120480.00 0 0 N

18 PWD Civil 2025 Road SOR 2.3 Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish including all leads and lifts) 0.30 Hect 19436.00 5831.00 0 0 N

19 PWD Civil 2025 Road SOR 3.12 Construction of embankment / sub grade with Material Obtained from Borrow Pits (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) 2540.00 CUM 238.00 604520.00 0 0 N

20 PWD Civil 2025 4.1 Construction of granular sub-base by providing close 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) For Sub-base cum drainage layer or upper sub-base with (i) Grading- III Material 121.50 CUM 1568.00 190512.00 0 0 N

21 PWD Civil 2025 4.11 Construction of Shoulders Construction of shoulders 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 etc. complete as per clause 408. A With Vibratory roller 112.50 CUM 327.00 36788.00 0 0 N

22 PWD Civil 2025 4.6 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. 57.75 CUM 1606.00 92747.00 0 0 N

23 PWD Civil 2025 5.1 Prime coat Providing and applying primer coat with 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. 375.00 Sqm 77.00 28875.00 0 0 N

24 PWD Civil 2025 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 surface treated with primes @ 0.30 kg/ Sqm 375.00 Sqm 18.00 6750.00 0 0 N

25 PWD Civil 2025 5.11 Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using bitumen to 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, finished to required level and grades as per clause 510. (i) Mechanical method using Penetration grade Bitumen and 40-60 HMP of appropriate capacity not less than 35 tonnes/hour . 375.00 Sqm 120.00 45000.00 0 0 N

26 PWD Civil 2025 5.13 Seal Coat Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall including rolling and finishing using Type A and B seal coats as per clause 511. B Type B i) Providing and laying of premix sand seal coat with minimum 40-60 TPH HMP of appropriate capacity using crushed stone chipping (passing through 2.36mm size sieve) and with bitumen as binder. 375.00 Sqm 46.00 17250.00 0 0 N

27 PWD Civil 2025 8.2 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. 50.00 Each 525.00 26250.00 0 0 N

28 PWD Civil 2025 8.2 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. 4.00 Each 1294.00 5176.00 0 0 N

29 PWD Civil 2025 8.16 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specification 2.00 Each 307.00 614.00 0 0 N

Sy In Lacs 105.42 Lacs