NIT NO. 377/DURG(Balod)/2025

NIT SCHEDULE FOR CONSTRUCTION OF OF THEKWADIH TO BOHARDIH ROAD LENGTH = 1.30 KM IN DIST. BALOD

PAC. Rs- 140.25 lacs

S.No. S.O.R. No. Sub-item Item of Work Qty. Unit Rate Amount

1 2 3 4 5 6 7 8 external complex external amount com.amount

1 R-SOR It - 2.3 P - 8 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.

A In area of light jungle 0.65 Hect. 40680.00 26442.00

2 R-SOR It - 2.1 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :-

(i) Girth from 300 mm to 600 mm 4 Each 197 788.00

(ii) Girth beyond 600 mm to 900 mm 3 Each 353 1059.00

3 R-SOR It - 3.15 P - 12 Compacting Original Ground

( ii ) 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. 2589.60 Cum 28.00 72509.00

4 R-SOR It - 3.12 P - 12 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) 6059.50 Cum 223.00 1351269.00

5 R-SOR It - 3.13 P - 12 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) 3563.06 cum 250.00 890765.00

6 R-SOR It - 4.1 P - 15 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

A Plant mix method (with Mechanically crushed stone only)

(b) For For Lower Sub-base with

(i) Grading-III Material 1786.12 cum 1372.00 2450557.00

7 R-SOR It - 4.10 P - 16 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.) 1208.32 cum 1434.00 1732731.00

8 R-SOR It-5.1 P - 19 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. 4972.50 sqm 64.00 318240.00

9 R-SOR It-5.2 P - 19 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) (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 4972.50 sqm 17.00 84533.00

10 R-SOR It - 5.3 P - 19 5.3 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)

B With mechanical paver finisher

(ii) for Grading-II (19 mm nominal maximum size, bitumen content 3.40%) 248.63 cum 6255.00 1555181.00

11 R-SOR It - 5.8 P - 20 5.8 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

ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 4973 sqm 146 725985.00

12 R-SOR It - 4.13 P - 17 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.

B With smooth wheeled roller 702 cum 277 194454.00

13 8.44 i Road 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 30 mtr 553 16590.00

14 R-SOR It - 8.20 P - 32 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. 12 Each 1491 17892.00

15 R-SOR It - 8.14 P - 31 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) 2 nos 1460 2920.00

(iii) Hectometer Stone (precast) 8 nos 410 3280.00

16 R-SOR It - 8.4 P - 29 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back 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 signs 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)

(a) With Aluminium Sheeting of 2 mm thickness)

(i) 900 mm equilateral triangle 4 each 3831 15324.00

(b) With Aluminium Sheeting of 1.5 mm thickness)

(ii) 600 mm circular 4 each 3184 12736.00

(iii) 600 mm x 500 mm rectangular(For Cheveron) 16 each 3273 52368.00

iv 800x600 rectangle 4 each 4507 18028.00

17 R-SOR It - 8.5 P - 30 8.5 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 40x40x5 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) 2 sqm 7970 14346.00

18 R-SOR It - 8.6 P - 30 8.6 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 mild steel frame size 40x40x5 mm, supported on 2 Nos. mild steel angle iron post 75mm x 75mm x 6mm, 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) 2 sqm 8115 17528.00

19 R-SOR It - 4.17 P - 17 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. 60 each 431 25860.00

20 R-SOR It - 8.23 P - 12 Providing & Fixing tree studs in Square/ Round shape of 4" side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to IS: 1367 on trees at site each. 76 each 67 5092.00

21 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing 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 and holes.) 26 sqm 707 18382

22 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 material including dewatering etc. complete.

A Ordinary soil

(i) Upto 3 m depth 431.07 cum 146.00 62936

23 R-SOR It - 9.9 Plain cement concrete complete as per drawing and Technical Specifications

PCC Grade M15 411.12 cum 3768.00 1549100

24 R-SOR It - 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. 225.00 CUM 2079.00 467775

25 R SOR Item no. 9.11 Providing and laying Pitching tone/Boulder on slopes laid over prepared filter media including oulder apron laid dry in front of toe of embankment complete as per rawing and Technical specifications as per clause 2504. 450.00 CUM 2413.00 1085850

26 3.25 Construction of RCC Drain/Cover/Chamber

3.20 (1i) 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 400.00 RUM 2592.00 1036800

3.3 (ii) 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 1.26 CUM 4146.00 5224

(ii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. 0.10 MT 56301.00 5630

27 R SOR R-9.5 P-40 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 . )

R SOR B-3.9 P-22 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.

28 (i) Granular material 28.92 cum 905.00 26173

Sub Divisional Officer Executive Engineer

P.W.D.,SubDiv. No2, Balod PWD B/R Balod Divion, Balod