NIT NO. 286/Durg(Mohla-Manpur-A.Chowki)/2026

GOVERNMENT OF CHHATTISGARH

PUBLIC WORKS DEPARTMENT

.DETAILED ESTIMATE FOR ROAD MARKING & ROAD SIGHNAGE OF VARIOUS ROAD UNDER DIVISION MOHLA -MANPUR DISTT.- MOHLA -MANPUR- A.CHOWKI (C.G.)

ESTIMATED COST RS. 20.00 Lacs

EXECUTIVE ENGINEER

PUBLIC WORKS DEPARTMENT

DIVISION- MOHLA-MANPUR-A.CHOWKI (C.G.)

REPORT & SPECIFICATION

1 Name of Work :- .DETAILED ESTIMATE FOR ROAD MARKING & ROAD SIGHNAGE OF VARIOUS ROAD UNDER DIVISION MOHLA -MANPUR DISTT.- MOHLA -MANPUR- A.CHOWKI (C.G.)

2 Amount of Estimate :- Rs. 20.00

3 Authority :- Public Works Department, C.G. Govt.

4 Necessity :- To Follow the S.O.P. of Road Safty of Various Roads for preventing Road. Accident the Road Improvement & Sefty Remedy work is necessary at T-Junction. So This Estimate has been prepared.

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

1 Road marking with hot applied Thermoplastic Compound.

2 Road markers/ Raised Pavement Markers

3 Hazard Marker boards.

4 Direction and Place Identification signs Board

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

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.

.DETAILED ESTIMATE FOR ROAD MARKING & ROAD SIGHNAGE OF VARIOUS ROAD UNDER DIVISION MOHLA -MANPUR DISTT.- MOHLA -MANPUR- A.CHOWKI (C.G.)

GENERAL ABSTRACT

S.NO. PARTICULAR AMOUNT

1 ESTIMATE FOR ROAD MARKING & ROAD SIGNAGE OF VARIOUS ROAD UNDER DIVISION MOHLA -MANPUR DISTT.- MOHLA -MANPUR- A.CHOWKI (C.G.) 2,000,364.00

Total Rs. 2000364.00

Grand Total Rs. 2000364.00

Say Rs. In Lacs 20.00

DETAILED ESTIMATE FOR ROAD MARKING & ROAD SIGHNAGE OF VARIOUS ROAD UNDER DIVISION MOHLA -MANPUR DISTT.- MOHLA -MANPUR- A.CHOWKI (C.G.)

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

1 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retro-reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 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)

(i) 90 cm equilateral triangle

1 Various Branch Road Of Rajnandgaon Ambagarh Chowki Mohla Manpur Road Km. 43/2 To 100/2 = 57.2 Km. 12 1 - - 12.00

2 Boriya Mohla Road Km.1/2 to 20/8 = 19.6 Km. 1 3 - - 3.00

4 Chilhati -Tatekasa-Patan Road Km. 1/2 To 26/10 = 6.60 Km. 4 3 - - 12.00

5 Rengakatera -Singarbhedi-Amatola-Handitola-Makke Road Km.1/2 to 17/8 = 16.8 Km. 2 3 - - 6.00

6 Kaudutola-Sonsaytola-Ketkitola-Bharritola Road Km. 1/2 To 10/2 = 9.2 Km. 1 3 - - 3.00

7 Chhachanpahri-Mahud-Machandur-Atargaon-Khursitikul Road Km. 1/2 To 12/6= 11.6 Km. 4 3 - - 12.00

8 NH930 TO VARIOUS ROAD 6 1 - - 6.00

(vii) 90 cm high octagon

1 Various Branch Road Of Rajnandgaon Ambagarh Chowki Mohla Manpur Road Km. 43/2 To 100/2 =57.2 Km. 12 1 - - 12.00

2 Boriya Mohla Road Km.1/2 to 20/8 = 19.6 Km. 4 1 - - 4.00

3 Chilhati -Tatekasa-Patan Road Km. 1/2 To 26/10 = 6.60 Km. 2 1 - - 2.00

4 Rengakatera -Singarbhedi-Amatola-Handitola-Makke Road Km.1/2 to 17/8 = 16.8 Km. 1 1 - - 1.00

5 Kaudutola-Sonsaytola-Ketkitola-Bharritola Road Km. 1/2 To 10/2 = 9.2 Km. 1 1 - - 1.00

6 Chhachanpahri-Mahud-Machandur-Atargaon-Khursitikul Road Km. 1/2 To 12/6= 11.6 Km. 4 1 - - 4.00

7 NH930 TO VARIOUS ROAD 7 1 - - 7.00

(iii) 60 cm circular

1 Various Branch Road Of Rajnandgaon Ambagarh Chowki Mohla Manpur Road Km. 43/2 To 100/2 = 57.2 Km. 11 2 - - 22.00

2 Boriya Mohla Road Km.1/2 to 20/8 = 19.6 Km. 3 3 - - 9.00

3 Chilhati -Tatekasa-Patan Road Km. 1/2 To 26/10 = 6.60 Km. 4 3 - - 12.00

4 Rengakatera -Singarbhedi-Amatola-Handitola-Makke Road Km.1/2 to 17/8 = 16.8 Km. 2 3 - - 6.00

5 Kaudutola-Sonsaytola-Ketkitola-Bharritola Road Km. 1/2 To 10/2 = 9.2 Km. 1 3 - - 3.00

6 Chhachanpahri-Mahud-Machandur-Atargaon-Khursitikul Road Km. 1/2 To 12/6= 11.6 Km. 3 3 - - 9.00

7 NH930 TO VARIOUS ROAD 6 2 - - 12.00

2 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.)

1 Various Branch Road Of Rajnandgaon Ambagarh Chowki Mohla Manpur Road Km. 43/2 To 100/2 =57.20 Km.

2 Boriya Mohla Road Km.1/2 to 20/8 = 19.6 Km. 3 6 7 0.3 37.80

3 Chilhati -Tatekasa-Patan Road Km. 1/2 To 26/10 = 6.60 Km. 4 6 5.5 0.3 39.60

4 Rengakatera -Singarbhedi-Amatola-Handitola-Makke Road Km.1/2 to 17/8 = 16.8 Km. 3 6 5.5 0.3 29.70

5 Kaudutola-Sonsaytola-Ketkitola-Bharritola Road Km. 1/2 To 10/2 = 9.2 Km. 4 6 5.5 0.3 39.60

6 Chhachanpahri-Mahud-Machandur-Atargaon-Khursitikul Road Km. 1/2 To 12/6= 11.6 Km. 5 6 5.5 0.3 49.50

7 NH930 TO VARIOUS ROAD

For 5 mm thickness providing in 2 layers so total qty =area*2 877.08 sqm

3 8.37 Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MC>RT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge.

1 Various Branch Road Of Rajnandgaon Ambagarh Chowki Mohla Manpur Road Km. 43/2 To 100/2 = 57.20 Km. 12 10 1 - 120.00

2 Boriya Mohla Road Km.1/2 to 20/8 = 19.6 Km. 3 10 3 - 90.00

3 Chilhati -Tatekasa-Patan Road Km. 1/2 To 26/10 = 6.60 Km. 4 10 3 - 120.00

4 Rengakatera -Singarbhedi-Amatola-Handitola-Makke Road Km.1/2 to 17/8 = 16.8 Km. 2 10 3 - 60.00

5 Kaudutola-Sonsaytola-Ketkitola-Bharritola Road Km. 1/2 To 10/2 = 9.2 Km. 1 10 3 - 30.00

6 Chhachanpahri-Mahud-Machandur-Atargaon-Khursitikul Road Km. 1/2 To 12/6= 11.6 Km. 4 10 3 - 120.00

7 NH930 TO VARIOUS ROAD 6 10 1 - 60.00

4 8.20 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.

1 Various Branch Road Of Rajnandgaon Ambagarh Chowki Mohla Manpur Road Km. 43/2 To 100/2 = 57.2 Km. 12 2 24

8.21 Providing & Fixing; Object Marker of size 30 cm equilateral Triangle made of 1.5 mm thick Aluminum sheet pasted with High intensity Grade Retro Reflective Sheeting duly treated with HLVA complete with post of angle size 50x50x5 mm of 0.75 m and fixing the same in M 15 concrete block of size 30x30x30cm including transportation etc. complete.

2 Boriya Mohla Road Km.1/2 to 20/8 = 19.6 Km. 2 2 4

3 Chilhati -Tatekasa-Patan Road Km. 1/2 To 26/10 = 6.60 Km. 2 2 4

4 Rengakatera -Singarbhedi-Amatola-Handitola-Makke Road Km.1/2 to 17/8 = 16.8 Km. 1 2 2

5 Kaudutola-Sonsaytola-Ketkitola-Bharritola Road Km. 1/2 To 10/2 = 9.2 Km. 1 2 2

6 Chhachanpahri-Mahud-Machandur-Atargaon-Khursitikul Road Km. 1/2 To 12/6= 11.6 Km. 2 2 4

7 NH930 TO VARIOUS ROAD 5 2 10

6 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 Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)

1 Various Branch Road Of Rajnandgaon Ambagarh Chowki Mohla Manpur Road Km. 43/2 To 100/2 = 57.20 Km. 19 0.9 - 0.9 15.39

TOTAL AMOUNT 2000364.00

DETAILED ESTIMATE FOR JUNCTION IMPROVEMENT OF LOHARA BALOD ROAD KM. 1/2 TO 20/8 = 19.80KM.

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

1 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.

2 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)

3 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 8.68

4 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.)

5 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. 1 20.00 (17+3.75)/2 207.50 sqm 64.00 13280.00

6 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. 3.125

ii Granular surfaces treated with primes @ 0.30 kg /Sqm

7 5.3 P-19 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%) 1 20.00 (17+3.75)/2 0.050 10.38 Cum 6255.00 64896.00

8 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 ) 1 20.00 (17+3.75)/2 207.50 Sqm 146.00 30295.00

9 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. 2 20.00 1.500 0.15 9.00 Cum 277.00 33844.00

B With smooth wheeled roller

10 8.4 p-30, Amendment Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorized 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 not exceeding 0.9 sqm upported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)

Made of Class C Micro prismatie Gradde Sheeting of Typexi (for NH road)

ii 900 mm equilateral triangle 4 - - - 4.00 Each 6038.00 24152.00

iii 750 mm circular 2 - - - 2.00 Each 7230.00 14460.00

11 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.) edge line

12 8.32 Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)

TOTAL 397555.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Dn.No.1 Balod P.W.D.Balod Division Balod

DETAILED ESTIMATE FOR JUNCTION IMPROVEMENT OF SOMANI ARJUNDA BALOD ROAD KM. 45/10 TO 50/2 = 4.375 KM.

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

1 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.

2 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)

3 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 8.68

4 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.)

5 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. 2 20.00 (17+3.75)/2 415.00 sqm 64.00 26560.00

6 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. 3.125

ii Granular surfaces treated with primes @ 0.30 kg /Sqm

7 5.3 P-19 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%) 2 20.00 (17+3.75)/2 0.050 20.75 Cum 6255.00 129791.00

8 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 ) 2 20.00 (17+3.75)/2 415.00 Sqm 146.00 60590.00

9 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. 2 20.00 1.500 0.15 9.00 Cum 277.00 33844.00

B With smooth wheeled roller

10 8.4 p-30, Amendment Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorized 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 not exceeding 0.9 sqm upported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)

Made of Class C Micro prismatie Gradde Sheeting of Typexi (for NH road)

ii 900 mm equilateral triangle 4 - - - 4.00 Each 6038.00 24152.00

iii 750 mm circular 2 - - - 2.00 Each 7230.00 14460.00

11 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.) edge line

12 8.32 Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)

TOTAL 697526.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Dn.No.1 Balod P.W.D.Balod Division Balod

DETAILED ESTIMATE FOR ROAD FURNITURE OF SAMBLEPUR BHIMKANHAR MUDIYA ROAD KM. 1/2 TO 11/6=10.80 KM.

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

1 8.4 p-30, Amendment Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorized 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 not exceeding 0.9 sqm upported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)

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

ii 900 mm equilateral triangle 4 - - - 4.00 Each 6038.00

vi 750 mm Octagen 2 - - - 2.00 Each 7570.00

iii 750 mm circular 2 - - - 2.00 Each 7230.00 14460.00

iv 900 mm x 775 mm rectangular 2 - - - 2.00 Each 9889.00 19778.00

2 8.32 Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)

Total Rs. 42782.00

Say Rs. In Lacs 0.43

Sub Engineer Sub Divisional Officer Executive Engineer

Pwd Sub Division No. 01 Balod Pwd (B&R) Division Balod

DETAILED ESTIMATE FOR ROAD FURNITURE OF SOMANI ARJUNDA BALOD ROAD KM. 45/10 TO 50/2 = 4.375 KM.

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

1 8.4 p-30, Amendment Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorized 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 not exceeding 0.9 sqm upported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)

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

ii 900 mm equilateral triangle 4 - - - 4.00 Each 6038.00

vi 750 mm Octagen 2 - - - 2.00 Each 7570.00

iii 750 mm circular 4 - - - 4.00 Each 7230.00 28920.00

iv 900 mm x 775 mm rectangular 4 - - - 4.00 Each 9889.00 39556.00

2 8.32 Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)

Total Rs. 77020.00

Say Rs. In Lacs 0.77

Sub Engineer Sub Divisional Officer Executive Engineer

Pwd Sub Division No. 01 Balod Pwd (B&R) Division Balod

DETAILED ESTIMATE FOR JUNCTION IMPROVEMENT OF SOMANI ARJUNDA BALOD ROAD KM. 45/10 TO 50/2 = 4.375 KM.

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

1 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.

Net Quantity 225.00 Cum 95.00 21375.00

2 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)

3 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 8.68

4 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.)

5 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. 2 20.00 (17+3.75)/2 415.00

6 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. 3.125

ii Granular surfaces treated with primes @ 0.30 kg /Sqm

7 5.3 P-19 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%) 2 20.00 (17+3.75)/2 0.050 20.75 Cum 6255.00 129791.00

8 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 ) 2 20.00 (17+3.75)/2 415.00 Sqm 146.00 60590.00

9 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. 2 20.00 1.650 0.15 9.90 Cum 277.00

B With smooth wheeled roller

TOTAL 472118.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Dn.No.1 Balod P.W.D.Balod Division Balod

DETAILED ESTIMATE

JUNCTION IMPROVEMENT

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

1 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.

Net Quantity 112.50 Cum 95.00 10688.00

2 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)

3 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 9.00

b For Sub-base cum drainage layer or upper sub-base with 8.68

4 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.)

5 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. 1 20.00 (17+3.75)/2 207.50

6 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. 3.125

ii Granular surfaces treated with primes @ 0.30 kg /Sqm

7 5.3 P-19 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%) 1 20.00 (17+3.75)/2 0.050 10.38 Cum 6255.00 64896.00

8 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 ) 1 20.00 (17+3.75)/2 207.50 Sqm 146.00 30295.00

9 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. 2 20.00 1.650 0.15 9.90 Cum 277.00

B With smooth wheeled roller

TOTAL 237432.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No.1 Balod (C.G.) P.W.D. Division Balod (C.G.)

DETAILED ESTIMATE FOR JUNCTION IMPROVEMENT

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

1 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.

2 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)

3 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 8.68

4 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.)

5 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. 1 20.00 (17+3.75)/2 207.50 sqm 64.00 13280.00

6 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. 3.125

ii Granular surfaces treated with primes @ 0.30 kg /Sqm

7 5.3 P-19 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%) 1 20.00 (17+3.75)/2 0.050 10.38 Cum 6255.00 64896.00

8 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 ) 1 20.00 (17+3.75)/2 207.50 Sqm 146.00 30295.00

9 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. 1 20.00 1.500 0.15 4.50 Cum 277.00 33844.00

B With smooth wheeled roller

10 8.4 p-30, Amendment Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorized 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 not exceeding 0.9 sqm upported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)

B Made of Class B High Intensity micro prismatie Grade Sheeting of Type iv (for MDR road)

I 900 mm equilateral triangle 4 - - - 4.00 Each 4631.00 18524.00

11 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.) edge line

12 8.32 Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)

TOTAL 387916.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Dn.No.1 Balod P.W.D.Balod Division Balod

PUBLIC WORKS DEPARTMENT

ESTIMATE FOR ADMINISTRATIVE APPROVAL

Amount of A.A. Rs. #REF! Lacs

Budget Rs. :- 300.00 Lacs

EXECUTIVE ENGINEER

P.W.D. Division Balod (C.G.)

NIT SCHEDULE FOR ROAD MARKING & ROAD SIGHNAGE OF VARIOUS ROAD UNDER DIVISION MOHLA -MANPUR DISTT.- MOHLA -MANPUR- A.CHOWKI (C.G.)

As per Road SOR w.e.f. 01/01/2015 PAC Rs. 20.00 Lacs

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

1 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retro-reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 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)

(i) 90 cm equilateral triangle

(vii) 90 cm high octagon

(iii) 60 cm circular

2 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.)

3 8.37 Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MC>RT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge.

4 8.20 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.

8.21 Providing & Fixing; Object Marker of size 30 cm equilateral Triangle made of 1.5 mm thick Aluminum sheet pasted with High intensity Grade Retro Reflective Sheeting duly treated with HLVA complete with post of angle size 50x50x5 mm of 0.75 m and fixing the same in M 15 concrete block of size 30x30x30cm including transportation etc. complete.

6 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 Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)

TOTAL AMOUNT 2000364.00

SAY RS in lacs 20.00