NIT NO. 16/DURG(Kawardha)/2026

NIT SCHEDULE FOR S/R WORK FOR (1) CONSTRUCTION OF 2.00M SPAN SLAB CULVERT ON BHOTHI APPROACH ROAD AT KM 1/6, (2) CONSTRUCTION OF 2.00M SPAN SLAB CULVERT ON BOKKARKHAR TO KABRIPATHRA ROAD AT KM 5/2 UNDER SUB DIVISION- BODLA

S.O.R. FOR BRIDGE AND ROAD CONSTRUCTION USED W.E.F. 01/01/2025 P.A.C.(in Lacs) 35.20

S.NO SOR Item/Page PARTICULARS OF ITEM QUANTITY UNIT RATE AMOUNT AMOUNT IN WORDS

1 2.5 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 including all leads and lifts and as per relevant clauses of section -200 in

I Lime / Cement Concrete

B Cement Concrete Grade M-15 & M-20 39.53 CUM 563.00 22254.00

(ix) Removing all type of Hume Pipes in serviceablecondition without damaging the pipe and Stacking withall lifts and lead excluding Earthwork and Dismantling of Masonary works

A Upto 1000 mm Dia 20.00 Meter 609.00 12180.00

2 2.1 B/SOR 2025 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.) 469.17 CUM 161.00 75536.00

3 2.3 B/SOR 2025 Sand Filling in Foundation Trenches as per Drawing & Technical Specification 52.28 CUM 1278.00 66816.00

4 2.6 B/SOR2025 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher.

5 2.25 B/SOR 2025 Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. 1.52 MT 79298.00 120184.00

6 3.6 B/ SOR2025 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). 119.56 CUM 5512.00 659015.00

7 3.6 B/ SOR 2025 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). 20.72 CUM 5525.00 114478.00

8 3.7 B/SOR 2025 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. 3.27 MT 79704.00 260441.00

9 4.1 B/ SOR 2025 Furnishing and Placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical Specification sections 1500, 1600 and 1700 15.60 CUM 6788.00 105893.00

10 4.2 B/SOR 2025 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications. 1.560 MT 81366.00 126931.00

11 3.18 B /SOR 2025 Providing and fixing in position tar paper bearing for slab as per approved drawing and specification 16.00 SQM 66.00 1056.00

12 4.18 B/ SOR 2025 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. 12.00 SQM 1212.00 14544.00

13 3.1 B/SOR 2025 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 72.98 CUM 1011.00 73781.00

14 3.9 B/ SOR 2025 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 95.40 RMT 438.00 41785.00

15 5.5 B/SOR 2025 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. 5.17 CUM 2232.00 11539.00

16 5.4 B/SOR 2025 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. 8.62 CUM 2486.00 21420.00

17 3.12 B/ SOR 2025 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) 1224.00 CUM 238.00 291312.00

18 4.1 B/ SOR 2025 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 401 236.96 CUM 1573.00 372738.00

19 3.11 B/ SOR 2025 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 44.04 CUM 1968.00 86671.00

20 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 bytipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface andcompacting with vibratory roller to achieve the desired 48.60 CUM 1606.00 78052.00

21 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.

B With Smooth wheeled roller 59.16 CUM 313.00 18517.00

TOTAL(Rs.) 3520395.00

Sub Engineer SUB DIVISIONL OFFICER SUB DIVISION (B/R) BODLA EXECUTIVE ENGINEER DIVISION (B/R) KAWARDHA