NIT NO. 46/DURG(Balod)/2026

NIT SCHEDULE FOR SPECIAL REPAIR OF ROAD, BRIDGE &CULVERTS UNDER PWD SUB DN. NO.02 BALOD , DIST- BALOD(C.G.)

ROAD & BRIDGE SOR 01-01-2025 PAC Rs. 50.00 Lacs

SN SOR No. Sub-item no. Item Quantity Unit Rate Amount umradah nipani kakrel londi pondi aka cc road

1 R.SOR It - 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 1.35 cum 563 760.05 1.35

(ix) Removing all type of Hume Pipes in serviceable condition without damaging the pipe and Stacking with all lifts and lead excluding Earthwork and smantling of Masonry Works.

2 R.SOR It - 9.8 Plain cement concrete complete as per drawing and Technical Specifications

3 R.SOR It - 9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved aterial.).

Upto 3M depth 47.69 cum 130 6199.63 47.69

4 9.4 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )

5 B-SOR It -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 42.22 cum 1011 42684.62 9.64 32.58

6 B.SOR It - 2.1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete.

(A) Ordinary soil

7 B.SOR It -2.3 Sand filling in foundation treanches as per Drawing and Technical specification 21.07 cum 1278 26927.46 21.07

8 B.SOR It -2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

9 B.SOR It -3.6 Providing and laying Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

D Height upto 5m

(a) Using concrete Mixer

10 B-SOR It - 4.1 Furnishing and placing Reinforced/ prestressed cement concrete in super structure as per drawing and technical specification section 1500, 1600 and 1700

B RCC Grade M 30

I For Solid Slab Super Structure

(a) Using Concrete Mixer

(i) Height upto 5m 7.8 cum 6788 52946.40 7.80

11 B-SOR It - 4.2 Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications. 1.36 mt 81366 110250.93 1.355

12 B-SOR It - 4.18 B Filler joint Providing and fixing 20mm thick compressible fibre board (12 m long x 25 cm deep) in expansion joint complete as per drawing specification 6 sqm 1212 7272.00 6.00

13 B-SOR It - 3.18 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification 6 sqm 66.00 396.00 6.00

14 B-SOR It - 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 structuree with slope of 1V:20H towards drawing force. Complete as per drawing and technical 62.4 rm 438.00 27331.20 62.40

15 B-SOR It -3.11 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.full height compacted to a firm ondition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200 29.62 cum 1968.00 58292.16 29.62

16 Rd-SOR It -3.12 Construction of embankment 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) 322.5 cum 238.00 76755.00 82.50 240

17 Bridge sor 2.25 Supplying, fitting and placing HSD (high strength deformed bar)bar reinforcement in foundation complete as per drawing and technical specification as per section 1600 0.494 mt 79298.00 39133.56 0.4935

18 Bridge sor 5.5 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 30.8 cum 2232.00 68745.60 30.8

19 Bridge sor 5.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503 46.2 cum 2162.00 99884.40 46.2

20 4.1 B SOR 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 28.13 cum 1573.00 44248.49 28.13

21 4.2 Drainage Layer of Granular Sub-Base for RIGID

Construction of granular sub-base by providing graded granular material mechanically mixed in plant confirming to required grading mentioned in Appendix-VI and Clause 5.7.3.9 of IRC:58-2015, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller

By Plant mix Method (with mechanically crushed stone only)

For Sub-Base as per AASTHTO 93 : Grading 6 of Table VI-I 307.5 cum 1494.00 459405.00 307.5

22 6.3 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications^ For Village roads )

23 6.4 Cement Concrete Pavement Construction of unreinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form / fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.

With Cement concrete grade M-30 and minimum cement 375 cum 4881.00 1830375.00 375

24 3.12 Construction of Shoulders Construction of shoulders with selected soil from borrow pits /borrow are as 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 crossfall,compacting,watering, rolling etc. complete as per clause 408. 172.5 cum 313.00 53992.50 172.5

25 9.4 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 complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.

Sub-Engineer Sub-Divisional Officer PWD(B&R) Sub- Division No.-2 Balod Executive Engineer PWD(B&R) Division, Balod, C.G.