NIT NO. 125/DURG(Rajnandgaon)/2026

PUBLIC WORKS DEPARTMENT

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B.I. NO. :- #REF!

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REPORT & SPECIFICATION

1 Name of Work :- #REF!

2 B.I. No. :- #REF!

3 #REF! :- Rs. #REF! Lacs

4 #REF! Rs. #REF! Lacs

5 Authority :- #REF!

7 Provisions :- Following provisions have been made in the estimate -

(i) Pavement Composition interpolated from plate 1, Effective CBR 5 % & Cumulative traffic 5 msa for bitumen portion & 5 msa for non bitumen portion respectively (IRC :37-2018)

PART - 1, ROAD WORK

1. Earth Work for embankment/ Sub Grade Selected Soil #REF! m

2. G.S.B., Gr. - V 150 mm thick #REF! m

3. WMM 250 mm thick #REF! m

4. 65 mm thick DBM #REF! m

5. 30 mm thick BC #REF! m

6. 1.50 M wide hard Shoulder 150 mm thick #REF! m

9. RCC Drain #REF! Both #REF! m

PART -2 , CULVERT WORK

1 #REF! #REF! #REF!

2 #REF! #REF! #REF!

PART - 3 , Protection Work

1 Toe Wall 951.50 M

2 Retaining Wall 380.00 M

8 Rate & Specification :- Rate adopted in the estimate are :-

1. For road work as per schedule of rates for road works for PWD issued by Engineer in Chief C.G. PWD Raipur inforce from 01.01.2015 & amended upto date.

2. For C.D. works as per schedule of rates for Bridge & Roads for PWD issued by Engineer in Chief C.G. PWD Raipur inforce from 01.01.2015 & amended upto date.

3. The work shall be carried out as per specification for road and bridge (Fifth Revision) Govt. of India M.O.R.T. & H.

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GENERAL ABSTRACT

S.NO. PARTICULAR AMOUNT

1 Part - I : Road Work #REF! 48266878 #REF! #REF!

2 Part - II Culvert #REF! 5135123 #REF!

Total #REF! ` jx cvgbnm,

Add 1 % for w/c & contingency 797,270.80

3 Electric Pole Shifting 900,000.00

G.Total #REF! 79547057 #REF!

SAY IN LACS #REF!

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N.I.T. Scheduled for Construction of Mudhipar to Jhuradabri Road Length - 1.10 Km

S.O.R for Road & Bridge work for C.G.P.W.D. Raipur in force form 01.01.2015 with upto date ammendment P.A.C 100.24 lacs

S. No. Chapter No. ITEM No. SUB ITEM No. SUB-HEAD QTY UNIT RATE AMOUNT

1 2 6 0 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. 9.76 Cum. 1104.00 10775.00

2 2 1 i) 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 :- Girth from 300 mm to 600 mm 6.00 Each. 197.00 1182.00

3 2 4 A 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 including all leads and lifts removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of light jungle Ch 0 to 1100 1.46 Hectare 40680.00 59393.00

4 3 15 ( ii ) Compacting Original Ground 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. 2191.2 Cum. 28.00 61354.00

5 3 2 0 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300. 913.472 Cum. 95.00 86780.00

6 3 14 0 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) 913.472 Cum. 80.00 73078.00

7 3 12 0 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/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 2059.93 Cum. 223.00 459364.00

8 3 13 0 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 3948.00 Cum. 250.00 987000.00

9 4 1 (b) (i) 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. Plant mix method (with Mechanically crushed stone only) For Lower Sub-base with Grading-V Material 1511.33 Cum. 1372.00 2073545.00 #REF! 102.89 #REF!

10 4 10 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. 1022.43 Cum. 1434.00 1466165.00

11 5 1 (i) 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. on WBM / WMM surface @0.85 kg/ sqm. 4207.5 Sqm. 64.00 269280.00

12 5 2 (ii) 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. Granular surface treated with primes @ 0.30 kg/ Sqm 4207.5 Sqm. 17.00 71528.00

13 5 3 B (ii) 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. With mechanical paver finisher for Grading II (19 mm nominal maximum size aggregate, bitumen content 3.40%) 210.38 Cum. 6255.00 1315927.00

14 5 12 II A ii) 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. With mechanical paver finisher With bitumen Type B ( 13.2 mm to 0.09 mm size aggregates ) 4207.5 Sqm. 146.00 614295.00

15 4 13 B 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. With Smooth wheeled roller 668.25 Cum. 277.00 185105.00

16 9 5 B 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. 600 mm dia 25.00 Meter 2459.00 61475.00

17 8 4 C b) (i) Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign digitally printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as perClause 6 of IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum/ Aluminium Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, 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 Ml5 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of postbelow ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) With Aluminium Sheeting of 1.5 mm thickness 600 mm equilateral triangle 3.00 Each 3831.00 11493.00

(iii) 600 mm x 500 mm rectangular 3.00 Each 4507.00 13521.00

(iv) 600 mm x 600 mm square 3.00 Each 3598.00 10794.00

18 8 6 C Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign Digitally Printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, 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 Ml5 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) 2.88 Sqm. 8115.00 23371.00

19 8 14 (ii) 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) Ordinary Kilometer stone (Precast) 1.00 Each 1460.00 1460.00

20 (iii) Hectometer stone (Precast) 4.00 Each 410.00 1640.00

21 8 20 (I) B Providing & Fixing Hazard Marker Partial Reflective hazard marker as per clause 15.66 of IRC 67-2022, made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS: 2062 Painted with one coat of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm alternative bands of yellow Retro- Reflective Sheeting of Micro Prismatic Grade pasted as per IRC:79 and black paint, including back frame made of angle iron 25x25x3mm mounted over one MS angle Iron post of size 50X50X6 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 30X30X30 cm Including transportation etc. Complete One Way Object Hazard Marker Size 300x900mm Made of Class-B Micro Prismatic Grade Sheeting of Type XI (for MDR, ODR & Village Roads) 28.00 Each 1491.00 41748.00

22 8 24 0 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per clause 807) 50.00 Each 384.00 19200.00

23 8 13 0 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.) 22.00 Sqm. 707.00 15554.00

24 9 1 I (i) Excavation for Structures Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil Up to 3 m depth 283.05 Cum 146.00 41325.00 283.05

25 9 9 A (i) Plain cement concrete complete as per drawing and Technical Using Concrete mixer P.C.C. M-15 194.08 Cum. 3768.00 731293.00 194.08

26 9 5 D 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. 1000 mm dia 50.00 Meter 5370.00 268500.00 50

27 3 Bridge 9 (i) 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 Granular material 50.78 Cum. 905.00 45953.00 50.777

28 2 Bridge 6 A (i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M15 1.60 Cum. 4613.00 7381.00

29 3 Bridge 6 A (a) (ii) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 Height upto 5m Using batch type concrete mixer with integrated weigher. P.C.C. Grade M-20 10.05 Cum. 5603.00 56310.00

30 3 Bridge 7 0 Supplying, fitting and placing HSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 1.01 MT 69002.00 69692.00

31 3 Bridge 8 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 IV :20H towards drawing foce. Complete as per drawing & Technical specifications section 2706 & 2200 3.20 Meter 321.00 1027.00

32 3 25 (i) Construction of RCC Drain/Cover/Chamber Excavation for drain (Earth work in excavation for drain/chamber 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.) 304.00 cum 140.00 42560.00

33 9 9 0 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 45.60 cum 3768.00 171821.00

34 3 25 (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-20 105.17 cum 4146.00 436014.00

35 3 25 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. 3.75 cum 56301.00 211129.00

36 2 Bridge 3 0 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. 4.80 cum 1234.00 5923.00

DETAILED ESTIMATE

S. No. ITEM No. P. No. SUB-HEAD Measurement QTY UNIT RATE AMOUNT

1 2.3 p-8 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 Ch 0 to 2200 1 #REF! 4.00 #REF! Hectare 40680.00 #REF!

3 R-SOR It - 3.16 Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters) 1 #REF! #REF! Mtr. 44.00 #REF!

4 3.2 p-11 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.

As per Sheet Attached #REF! Cum 95.00 #REF! #REF!

5 3.14 p-12 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) 20% of Item No. 2 #REF! Cum 80.00 #REF!

6 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)

As per attached Embenkmet Quantity sheet #REF!

Deduction of Item No. 3 #REF!

As per attached Sub-grade Quantity sheet #REF!

Beside WMM 1st Layer 2 #REF! (1.94 + 2.19)/2 0.125 #REF!

Beside WMM 2nd layer 2 #REF! (1.94 + 1.8)/2 0.070 #REF! #REF!

Total #REF! Cum. 223.00 #REF! #REF!

7 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

b For Sub-base cum drainage layer or upper sub-base with 30 11.875 0.15 53.4375

(i) Grading-V Material 20 8.75 0.15 26.25

Add 5 % for curve and Jn. #REF! 100 2.1 0.15 31.5

8 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.) 25 10.5 0.15 39.375

Total #REF! 297.9375

Add 5 % for curve and Jn. #REF!

9 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. 225.4375

i on WBM/WMM surface @0.85 Kg/sqm.

1 #REF! 5.50 _ #REF!

Add 5 % for curve #REF!

G.Total #REF! sqm 64.00 #REF!

10 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 Granular surfaces treated with primes @ 0.30 kg /Sqm

1 #REF! 5.50 _ #REF!

Add 5 % for curve #REF!

G.Total #REF! sqm 17.00 #REF!

10 5.4 P-19, 20 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)

(B) With mechanical paver finisher

(ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)

Add 5 % for curve #REF!

Total #REF! Cum 7916.00 #REF!

12 5.5 P. No.- 20 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)

(B) With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %

Add 5 % for curve and Jn. #REF!

Total #REF! Cum 9812.00 #REF!

13 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% espectively, 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 2 #REF! (1.50+ 1.80)/2 0.15 #REF! Cum 277.00 #REF!

14 R-SOR It - 9.4 P. No. 39 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

15 3.20 p-13 Construction of RCC open drain

ii 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.

16 3.25/p-14 Construction of RCC Drain/Cover/Chamber

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 0.80 960.00 0.84 0.150 96.77 Cum 4146.00 401208.00

iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications. 96.77 cum @ 80.00 kg/cum 7.74 MT 56301.00 435770.00

17 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 - - - 2.00 Each 1460.00 2920.00

iii Hectometer stone (Precast) 9 - - - 9.00 Each 410.00 3690.00

18 8.4 p-30, Amendment Retro reflectorized Traffic signs (Providing and fixing of retro reflectorized cautionary ,mandatory and informatory sign as per IRC : 67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40x 40x5 mm and mild steel angle post 75mm x75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45 cm x60 cm ,60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC 67-2012

Made of Class A High intensitysuper engineering grade sheeting of Type II (for village road)

With aluminium sheeting of 1.5 mm thickness

ii 600 mm equilateral triangle 12 - - - 12.00 Each 2863.00 34356.00

iv 800 mm x 600 mm rectangular 12 - - - 12.00 Each 4507.00 54084.00

With aluminium sheeting of 1.50 mm thickness

iii 600 mm circular 3 - - - 3.00 Each 3184.00 9552.00

600 mm x 500 mm Rectengular (For Chevron) 2 x 10 20.00 Each 3273.00 65460.00

19 8.6 p- 30 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 Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm,60cm below ground level as per approved drawing)

© Made of Class B High intensity micro Prismatic grade sheeting of Type I (for village road) 3 2.00 - 1.500 9.00 sqm 8115.00 73035.00

20 8.16 p- 31 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.

21 8.8 A p-30 Painting on Concrete Surfaces A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

1.00 m Span Slab Culvert 4x5 10.00 1.20 240.00

3.00 m Span Slab Culvert 4x3 10.00 1.20 144.00

22 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. 150 150.00 Each 431.00 64650.00

RCC RETAINING Wall

B SOR 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

TOTAL #REF! cum 146.00 #REF!

B.SOR It -2.3 Sand filling in foundation treanches as per Drawing and Technical specification

TOTAL #REF! cum 1234.00 #REF!

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

A Using concrete mixer

(i) P.C.C. Grade M15

Upto 3 m depth 1 #REF! 3.30 0.20 #REF!

TOTAL #REF! cum 4613.00 #REF!

(v) R.C.C .Grade M20

Upto 3 m depth 1 #REF! 3.00 0.45 #REF!

TOTAL #REF! cum 5297.00 #REF!

B SOR 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). 0.385 0.25

D Height upto 5m

(a) Using concrete Mixer

(i) R.C.C. Grade M-20

TOTAL #REF! cum 5603.00 #REF!

B SOR 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical pecifications as per section 1600. 80 kg /cum #REF! MT 68693.00 #REF!

B SOR 3.7 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 75 kg /cum #REF! MT 69002.00 #REF!

B SOR 3.8 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

Upto 3 m depth #REF! 0.40 #REF!

Upto 3 m depth #REF! 0.35 #REF!

TOTAL #REF! METER 321.00 #REF!

B SOR. 3.10 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.

Upto 3 m depth 1 #REF! 3.20 0.60 #REF! cum

TOTAL #REF! cum 1926.00 #REF! #REF!

23 8.13/ p31 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 fromstreaks and holes.)

Center Line 2 #REF! 0.15 #REF!

20 % of above qty. #REF!

Total #REF! Sqm 707.00 #REF!

Total Rs. #REF!

#REF! #REF! #REF!