NIT NO. 300/DURG (Mohla-Manpur-A. Chowki )/2026

PUBLIC WORKS DEPARTMENT

B.T. Patch Repair work of Various Roads Under P.W.D. Sub Division A.Chowki, Division- Mohla-Manpur-A.Chowki (MDR, VR, Roads)

Estimated Cost Rs. 80.00 Lacs

P.W.D. DIVISION MOHLA-MANPUR-A.CHOWKI

REPORT AND SPEICIFICATION

Name of work : B.T. Patch Repair work of Various Roads Under P.W.D. Sub Division A.Chowki, Division- Mohla-Manpur-A.Chowki (MDR, VR, Roads)

Amount : 80.00 Lacs

Authority : E-in-C PWD

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Provisions : The following provisions has been made in this estimate :-

3 Profile corrective course

4 Close Graded Premix Surfacing/Mixed Seal Surfacing

Rate and Specification : Schedule of Rate of Road works in Public Works Department (B&R) wef 15.06.2026 issued by the Engineer-In-Chef P.W.D. Raipur has been adopted for Framing the estimate. The work will be exicuted as per MOST Specifications.

PUBLIC WORKS DEPARTMENT

GENERAL ABSTRACT

Estimated Cost Rs. 80.00 Lacs

Estimate No. ............................. B.T. Patch Repair work of Various Roads Under P.W.D. Sub Division A.Chowki, Division- Mohla-Manpur-A.Chowki (MDR, VR, Roads)

S.No. Sub Head Amount

1 B.T. Patch Repair work of Various Roads Under P.W.D. Sub Division A.Chowki, Division- Mohla-Manpur-A.Chowki (MDR, VR, Roads) 6779750.00

TOTAL 6779750.00

TOTAL 8000105.00

B.T. Patch Repair work of Various Roads Under P.W.D. Sub Division A.Chowki, Division- Mohla-Manpur-A.Chowki (MDR, VR, Roads)

1. Chowki- Chilhati- Korchatola up to Maharastra Border L. 22.212 km. (VR) 2. Handitola-Kahadkasa - Singhabhedi (VR-110) L. 2.00 Km. 3. Gaurav Patha Rajiv Gandhi Chowk to Janpad Panchayad Chowk A.Chowki L. 0.80 km. (VR-115) 4. Kaudutola - Munjal Road L.3.60 km. (VR-112) 5. Kaudutola-Sonsaytola- Kektitola-Bharritola Road L. 9.20 km. (VR-114) 6. Bandhabazar -Joratarai Road L. 2.00 km. (VR-116) 7. Kotra - Bramhanbhedi (VR-117) Road L.3.20 Km. 8.Chilhati - Tatekasa - Patan Road L. 26.00 (VR-118) 9.Mogra- Semharbandha Road L. 4.80 km. (VR-121) 10. A. Chowki to Pangri Road L. 2.00 Km (VR) 11. Bandhabazar Approach (VR-111) Road L. 0.80 Km.

S.No. Item Particulars Qty Unit Rate Amount

1 5.1 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. (i) on WBM / WMM surface @0.85 kg/ sqm. 3136.000 Sqm 65.00 203840.00

2 5.2 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 surface treated with primes @ 0.30 kg/ Sqm clause 503. 3136.000 Sqm 15.00 47040.00

(i) Bituminous surface @ 0.25 kg / Sqm 28290.000 Sqm 13.00 367770.00

3 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam

With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.

B With mechanical paver finisher 517.000 Cum 4562.00 2358554.00

4 5.12 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 ) 31426.000 Sqm 121.00 3802546.00

Total 6779750.00

Grand Total 8000105.00

NIT SCHEDULE FOR

B.T. Patch Repair work of Various Roads Under P.W.D. Sub Division A.Chowki, Division- Mohla-Manpur-A.Chowki (MDR, VR, Roads)

1. Chowki- Chilhati- Korchatola up to Maharastra Border L. 22.212 km. (VR) 2. Handitola-Kahadkasa - Singhabhedi (VR-110) L. 2.00 Km. 3. Gaurav Patha Rajiv Gandhi Chowk to Janpad Panchayad Chowk A.Chowki L. 0.80 km. (VR-115) 4. Kaudutola - Munjal Road L.3.60 km. (VR-112) 5. Kaudutola-Sonsaytola- Kektitola-Bharritola Road L. 9.20 km. (VR-114) 6. Bandhabazar -Joratarai Road L. 2.00 km. (VR-116) 7. Kotra - Bramhanbhedi (VR-117) Road L.3.20 Km. 8.Chilhati - Tatekasa - Patan Road L. 26.00 (VR-118) 9.Mogra- Semharbandha Road L. 4.80 km. (VR-121) 10. A. Chowki to Pangri Road L. 2.00 Km (VR) 11. Bandhabazar Approach (VR-111) Road L. 0.80 Km.

S.O.R. for Road Work for C.G.PWD Raipur in force form 15-06-2026 up to date ammandment will be applicable. P.A.C. 67.80 LACS

S.No. Department SOR Year Item Code Particulars Qty Unit Rate Amount

1 PWD Road 2026 5.1 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. (i) on WBM / WMM surface @0.85 kg/ sqm. 3136.000 Sqm 65.00 203840.00

2 PWD Road 2026 5.2 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 (ii) Granular surface treated with primes @ 0.30 kg/ Sqm clause 503. 3136.000 Sqm 15.00 47040.00

PWD Road 2026 (i) Bituminous surface @ 0.25 kg / Sqm 28290.000 Sqm 13.00 367770.00

3 PWD Road 2026 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. (B) With Mechanical paver 517.000 Cum 4562.00 2358554.00

4 PWD Road 2026 5.12 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 (A) With bitumen (II) Type B ( 13.2 mm to 0.09 mm size aggregates ) 31426.000 Sqm 121.00 3802546.00

Total TOTAL 6779750.00

Total ADD 18 % GST 1220355.00

GRAND TOTAL 8000105.00