367/G/Mungeli/3rd call/dated 16.10.26

WMM And BT Patch Repairing Work on Various Roads of mungeli Section Length 34.250 K.M. Under Sub Division Mungeli

SN ITEM NO SOR ITEM NO. L B D/H QTY Unit Rate Amount

1 4.6 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.

Gidha to Daupara four lane road 1 3650.00

Mungeli lormi road 1 1900.00

Sodhar jagtakapa road 1 1100.00

Dharampura hathanikala louda road 1 5400.00

Takhatpur bypass road 1 4000.00

Busstand approach road 1 500.00

Devri jail approach road 1 1000.00

Dashrangpur sodhar road 1 1000.00

Bharrakund Chamari Approach road 1 1000.00

Takhatpur Padampur road 1 2000.00

Bhathari approach road 1 2000.00

Kesharuwadih approach road 1 1000.00

Devri to Bharrakunda road 1 1000.00

Mungeli Nawagaon baihakapa chhata road 1 1200.00

D 2 canal to rohra kodwa road 1 2800.00

Thakurkapa to lohrakapa 1 500.00

Dandgaon approach road 1 500.00

Kuwagaon to Dharampura road 1 1200.00

Harnachaka to bhathlikala road 1 500.00

D2 canal to Bhawarkachhar road 1 2000.00

2 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.

3 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

Qty. As per item No. 5.1 15412.50 Sqm 15.00 231188.00

(i) Bituminous surface @ 0.25 kg /Sqm

4 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 aggregate, bitumen content 3.40%)

Taking 60% Area of item 5.1 15412.50

5 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

Qty.As per Item No. 5.2 Granular surface treated with primes @ 0.30 kg/ Sqm 15412.50

6 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 )

Qty.As per Item No. 5.1 Prime Coat &5.2 (ii) 18495.00 sqm 121.00 2237895.00

TOTAL Total 10947469.00

Sub-Engineer Sub-Divisional Officer Executive Engineer

P.W.D. Sub Division Mungeli P.W.D. Division Mungeli

Mungeli (C.G.) Mungeli (C.G.)

Government of Chhattisgarh

WMM And BT Patch Repairing Work on Various Roads of mungeli Section Length 34.250 K.M. Under Sub Division Mungeli

Estimated Cost- 109.47 Lacs

District - Mungeli (C.G.)

Executive Engineer

P.W.D. (B&R) Division Mungeli (C.G.)

Chhattisgarh Public Works Department

GENERAL ABSTRACT

Estimate No. :- Estimated cost Rs. 109.47 Lacs.

Minor Head :- A/R

Name of Work WMM And BT Patch Repairing Work on Various Roads of mungeli Section Length 34.250 K.M. Under Sub Division Mungeli

S.No. Sub. Head Rate /Unit Amount

1 WMM And BT Patch Repairing Work on Various Roads of mungeli Section Length 34.250 K.M. Under Sub Division Mungeli As per Detailed Attached 10947469.00

Total Rs 10947469.00

Say Rs. 109.47 Lacs.

Sub-Engineer Sub-Divisional Officer Executive Engineer

P.W.D. Sub Division Mungeli P.W.D. Division Mungeli

Mungeli (C.G.) Mungeli (C.G.)

Report and Specifications

Name of Work WMM And BT Patch Repairing Work on Various Roads of mungeli Section Length 34.250 K.M. Under Sub Division Mungeli

P.A.C. Rs. 109.47 Lacs

Authority P.W.D. C.G.

Provision The following provisions has been made in the estimate:

1 Wet Mix Macadam

4 leveling course / profile corrective course

5 Close Graded Premix Surfacing/Mixed Seal Surfacing

Specifications The work will be executed strictly as per C.P.W.D. specifications.

Rate The rates provided in the estimate as per S.O.R. issued by Engineer in Chief for Road S.O.R. w.e.f. 15-06-2026

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MAX ITEM LIMIT IN EACH EXCEL FILE IS 1000

NIT SCHEDULE for WMM & B.T. Patch Repair Work on Various Road of mungeli Section Length 34.250 K.M. Under Sub Division Mungeli (Attached Road List)

PWD ROAD SOR w.e.f. 15/06/2026 PAC RS. 109.48 Lacs

SN. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 PWD PWD Road 2026 4.6 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.

2 PWD 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. sqm 65.00 15412.50 1001813.00 0 0 N

3 PWD 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 clause 503.

(i) Bituminous surface @ 0.25 kg /Sqm sqm 13.00 15412.50 200363.00 0 0 N

(ii) Granular surface treated with primes @ 0.30 kg/ Sqm sqm 15.00 15412.50 231188.00 0 0 N

4 PWD 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 cum 4563.00 369.90 1687854.00 0 0 N

5 PWD 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

ii) Type B ( 13.2 mm to 0.09 mm size aggregates )

6 PWD PWD Road 2026 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 aggregate, bitumen content 3.40%)

Say in Lacs 109.48

Sub Engineer Sub Divisinal Officer Executive Engineer

Public Works Department Public Works Department Public Works Department

Mungeli Sub Division, Mungeli Mungeli Sub Division, Mungeli Mungeli Division, Mungeli