NIT NO. 21/DURG(Kawardha)/2026

NIT SCHEDULE FOR (1) CONSTRUCTION OF 1X2.00 M SLAB CULVERT ON KAWARDHA TO RENGAKHAR VIA MADAGHAT ROAD AT KM 30/8, (2) CONSTRUCTION OF RETAINING WALL ON KAWARDHA TO RENGAKHAR VIA MADAGHAT ROAD AT KM 34/8 (RIGHT SIDE) & (3) CONSTRUCTION OF 3X1200 MM DIA HUME PIPE CULVERT ON KAWARDHA RENGAKHAR VIA MADAGHAT ROAD AT KM 34-6 (4) KAWARDGA RENGAKHAR MADAGHAT ROAD KM. 38.20 RECONSTRUCTION WORK OF TOE WALL BOULDER PICHING IN THE PORRTION DAMAGED DUE TO HEAVY RAIN AT UNDER SUB DIVISION- BODLA, DISTRICT- KABIRDHAM (WORK UNDER FDR)

S.O.R. FOR BRIDGE & ROAD CONSTRUCTION USED W.E.F. 01/01/2025 P.A.C. 67.25 Lacs

Sr. No. Chapter No. Item No. Sub Item No. Particulars of Item Net Qnty Unit Rate Amount Amount in Words 19.12 14.21 29.78

1 1.5 B/SOR 2025 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

(i) Lime / Cement Concrete

C Prestressed / Reinforced cement concrete grade M-20 & above 5.85 CUM 1342 7851.00 0 5.85 7851 5.85

(ix) Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes.

A Up to 1000 mm dia

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.)

I Ordinary soil

3 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.

A Using batch type concrete mixer with integrated weigher.

4 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. 2.89 MT 79298 228809.00 0.91 71885 1.9791 156939 2.89

5 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).

A Height upto 5m

(a) Using batch type concrete mixer with integrated weigher.

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).

D Height upto 5m

(a) Using batch type concrete mixer with integrated weigher.

7 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. 2.29 MT 79704 182362.00 1.46 116197 0.8301285 66165 2.29

8 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 56.50 RMT 438 24747.00 56.50 24747 56.50

9 3.18 B /SOR 2025 Providing and fixing in position tar paper bearing for slab as per approved drawing and specification 6.00 SQM 66 396.00 6.00 396 6.00

10 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. 7.50 SQM 1212 9090.00 7.50 9090 7.50

11 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

B RCC Grade M30

I For Solid Slab Super Structure

(a) Using batch type concrete mixer with integrated weigher.

12 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. 0.780 MT 81366 63465.00 0.780 63465 0.78

13 4.4 B/SOR 2025 Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700. 1.95 CUM 12684 24734.00 1.95 24734 1.95

14 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 111.581 CUM 1968 219591.00 38.501 75770 73.08 143821 111.58

15 3.10 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 659.78 CUM 1011 667040.00 48.32 48854 93.16 94185 518.3 524001 659.78

16 3.12 R/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) 622.60 CUM 238 148179.00 479.60 114145 143 34034 622.60

17 4.1 R/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

Plant mix method (with Mechanically crushed stone only) (b) For Lower Sub-base with (i) Grading-V Material 111.51 CUM 1573 175405.00 82.91 130414 28.602 44991 111.51

18 4.6 R/SOR 2025 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. 30.38 CUM 1606 48782.00 24.30 39026 6.075 9756 30.38

19 4.11 R/SOR 2025 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 35.85 CUM 313 11221.00 28.68 8977 7.17 2244 35.85

20 R SOR 9.8 Plain cement concrete complete as per drawing and Technical Specifications

21 R SOR 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.

22 B/SOR 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specification as per section 304. 49.74 CUM 1278 63568.00

23 B/SOR 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 & Technical specifications section 2706 & 2200 62.35 Meter 438 27309.00 62.35 27309 62.35

24 R SOR 9.11 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 22.79 CUM 2232 50876.00 22.794 50876 22.79

25 R SOR 9.10 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. 120.30 CUM 2486 299068.00

26 R SOR 4.18 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M20 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. 52.00 EACH 525 27300.00

27 R. SOR 9.1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfdling with approved material as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge.

upto 3 m depth 27.04 CUM 130 3515.00

28 R. SOR 10.1 Restoration of Rain Cuts Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. 345.31 CUM 189 65264.00

29 R. 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area Construction of sub-grade with approved material/selected soil having C.B.R. > 8 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 60.84 CUM 268 16305.00