NIT NO. 313/DURG(Durg)/2026

S.R. ESTIMATE OF 4.0 M SPAN SLAB CULVERT FOR ALIWARA TO ATARGAON ROAD

GENERAL ABSTRACT

S.NO. PARTICULAR AMOUNT

1 Part - I : Dismentaling #REF!

2 Part - II : Construction 4,810,286.00

3 Part - III : Material Received 0.00

SAY IN LACS #REF!

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No. 01Balod (C.G.) P.W.D. Division Balod (C.G.)

Superintendent Engineer Chief Engineer

P.W.D. Raipur Circle Durg P.W.D. Raipur Durg (C.G.)

B.T. Patch Repair on Various Road under Sub Div. No. - 1 Durg Length 23.95

S. No. Item No. & SOR Particular's No. L W H/D Qty. Unit Rate Amount

1 R SOR It. No. 10.3 Filling Pot-holes and Patch Repairs with Wet Mix Macadam (WMM) 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, spreading by mechanical or mannual means as per size of the patch on well prepared surface and compacting with vibratory roller to achieve the desired density.as per clause 406

R SOR It. No. 5.1 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.

R SOR It. No. 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

2 R SOR It. No. 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

3 R SOR It. No. 5.12 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

4 R SOR It. No. 8.22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 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.

5 R SOR It. No. 4.11 4.11 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. B With Smooth wheeled roller

Total 4810286.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No. 01Balod (C.G.) P.W.D. Division Balod (C.G.)

B.T. Patch Repair on Various Road under Sub Div. No. - 1 Durg Length 30.42

S. No. Item No. & SOR Particular's No. L W H/D Qty. Unit Rate Amount

1 R SOR It. No. 10.3 Filling Pot-holes and Patch Repairs with Wet Mix Macadam (WMM) 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, spreading by mechanical or mannual means as per size of the patch on well prepared surface and compacting with vibratory roller to achieve the desired density.as per clause 406

R SOR It. No. 5.1 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.

R SOR It. No. 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

2 R SOR It. No. 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

3 R SOR It. No. 5.12 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

4 R SOR It. No. 8.22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 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.

5 R SOR It. No. 4.11 4.11 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. B With Smooth wheeled roller

Total 6472298.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No. 01Balod (C.G.) P.W.D. Division Balod (C.G.)

संभाग के अधीन विभागीय दायित्व के संधारण योग्य मार्गो के मरम्मत हेतु कार्ययोजना

क्रं संभाग का नाम उपसंभाग का नाम मार्ग का नाम लम्बाई परफॉर्मेंस गारंटी के अंतर्गत लम्बाई निर्माणाधीन लम्बाई विभागीय तौर पर संधारण की जाने वाली लम्बाई 02-07-2026 की स्तिथि में विभागीय तौर पर संधारण की कार्य योजना

अच्छे किमी जिसमे संधारण की आवश्यकता वर्षाऋतु में अथवा उसके उपरांत नहीं होगी। संभावित लम्बाई जिसमे पेंच रिपेयर की वर्षाऋतु एवं उसके उपरांत पेंच रिपेयर की आवश्यकता होगी। आगामी महो में पेंच रिपेयर कार्य हेतु एजेंसी निर्धारण की कार्ययोजना।

1 दुर्ग उपसंभाग क्र 1 दुर्ग थनौद कोलिहापुरी मार्ग लं 4.80 किमी 4.8 - - 4.8 4.8 3 14400

2 दुर्ग उपसंभाग क्र 1 दुर्ग अंजोरा पशुपालन विश्वविद्यालय मार्ग लं 7.00 किमी 7 - - 7 7 7 49000

3 दुर्ग उपसंभाग क्र 1 दुर्ग मालवीय नगर चौक से जेल तिराहा मिनीमाता मार्ग लं 1.45 किमी 1.45 - - 1.45 1.45 11 15950

4 दुर्ग उपसंभाग क्र 1 दुर्ग नई सिलविल लाइन मार्ग लं 0.9 किमी 0.9 - - 0.9 0.9 7 6300

4 दुर्ग उपसंभाग क्र 1 दुर्ग नई सिलविल लाइन मार्ग लं 0.9 किमी 0.9 - - 0.9 0.9 3 2700

5 दुर्ग उपसंभाग क्र 1 दुर्ग पुरनी सिविल लाइन मार्ग लं 3.50 किमी 3.5 - - 3.5 3.5 3 10500

6 दुर्ग उपसंभाग क्र 1 दुर्ग पोल्ट्री फार्म मार्ग लं 1.50 किमी 1.5 - - 1.5 1.5 5.5 8250

7 दुर्ग उपसंभाग क्र 1 दुर्ग चंदखुरी से हनोदामार्ग लं 2.00 किमी 3.3 - - 3.3 1.3 2 7 14000

8 दुर्ग उपसंभाग क्र 1 दुर्ग रसमड़ा बायपास से नीचे सर्विस मार्ग लं 0.60 किमी 0.6 - - 0.6 0.6 7 4200

NIT Schedule for B.T. Patch Repair on Various Road under Sub Div. No. - 1 Durg

Name of Roads :-

1 Thanoud to Kolihapuri Road Length 4.80 km

2 Anjora Vetenary College Road Length 7.00 Km

3 Malviya Nagar to jailtiraha Minimata Road Length 1.45 Km

4 New Civil Line -1 Road 0.90 Km

5 New Civil Line - 2 Road 0.90 Km

6 Old Civil Line Road 3.50 Km

7 Poultry Farm Road Length 1.50 Km

8 Chandkhuri to Hanoda Road Length 3.30 Km

9 Service Road under Rasmada Baypass Length 0.60 Km

S.O.R. for Road work for C.G.PWD Raipur in force form 15-06-2026 up to date will be applicable. P.A.C. 55.07 LACS

SERIAL No. Department SOR Year Item Code Description Uom Rate Quantity Amount

Department SOR Year

1 PWD Road 2026 10.3 Filling Pot-holes and Patch Repairs with Wet Mix Macadam (WMM) 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, spreading by mechanical or mannual means as per size of the patch on well prepared surface and compacting with vibratory roller to achieve the desired density.as per clause 406 Cum. 1362.00 563.85 767964.00

2 PWD Road 2026 5.1 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. Sqm 65.00 3759.00 244335.00

3 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. (ii) Granular surface treated with primes @ 0.30 kg / Sqm Sqm 15.00 3759.00 56385.00

(i) Bituminous surface @ 0.25 kg / Sqm Sqm 13.00 18769.00 243997.00

4 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. 4562.00 313.25 1429047.00

5 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 Sqm. 121.00 22209.00 2687289.00

6 PWD Road 2026 5.7 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 (ii) for Grading I(19 mm nominal size aggregate) with CRMB 60- 5.5 % Cum. 8166.00 9.57 78149.00

Total Amount 5507166.00

Road name for Maintenance Work

विभागीय तौर पर संधारण की कार्य योजना

क्रं संभाग का नाम उपसंभाग का नाम मार्ग का नाम लम्बाई परफॉर्मेंस गारंटी के अंतर्गत लम्बाई निर्माणाधीन लम्बाई विभागीय तौर पर संधारण की जाने वाली लम्बाई ०२-०७-२०२६ की स्तिथि में (४-५-६)=७ अच्छे किमी जिसमे संधारण की आवश्यकता वर्षाऋतु में अथवा उसके उपरांत नहीं होगी। संभावित लम्बाई जिसमे पेंच रिपेयर की वर्षाऋतु एवं उसके उपरांत पेंच रिपेयर की आवश्यकता होगी। आगामी महो में पेंच रिपेयर कार्य हेतु एजेंसी निर्धारण की कार्ययोजना।

1 थनौद कोलिहापुरी मार्ग लं 4.80 किमी 4.8 - - 4.8 4.8 3 14400 क्रं संभाग का नाम उपसंभाग का नाम मार्ग का नाम लम्बाई परफॉर्मेंस गारंटी के अंतर्गत लम्बाई निर्माणाधीन लम्बाई

2 अंजोरा पशुपालन विश्वविद्यालय मार्ग लं 7.00 किमी 7 - - 7 7 7 49000

4 नई सिलविल लाइन मार्ग लं 0.9 किमी 0.9 - - 0.9 0.9 7 6300 कोकड़ी खम्हरिया मार्ग लं किमी

4 नई सिलविल लाइन मार्ग लं 0.9 किमी 0.9 - - 0.9 0.9 3 2700 हनोदा खम्हरिया मार्ग लं किमी

5 पुरनी सिविल लाइन मार्ग लं 3.50 किमी 3.5 - - 3.5 3.5 3 10500 स्टेशन ऊमरपोटि मार्ग लं किमी

6 पोल्ट्री फार्म मार्ग लं 1.50 किमी 1.5 - - 1.5 1.5 5.5 8250 कोकड़ी खम्हरिया मार्ग लं किमी

7 चंदखुरी से हनोदामार्ग लं 2.00 किमी 3.3 - - 3.3 1.3 2 7 14000 कोकड़ी खम्हरिया मार्ग लं किमी

1 कोकड़ी खम्हरिया मार्ग लं 2.70 किमी 2.7 2.7 2.7 3 8100 कोकड़ी खम्हरिया मार्ग लं किमी

2 हनोदा खम्हरिया मार्ग लं 2.90 किमी 2.9 2.9 2.9 3 8700 हनोदा खम्हरिया मार्ग लं किमी

3 स्टेशन ऊमरपोटि मार्ग लं 3.20 किमी 3.2 1.1 3.2 1.1 2.1 5.5 11550 स्टेशन ऊमरपोटि मार्ग लं किमी

4 चंदखुरी के गोमती चौक से नदी मार्ग लं 2.00 किमी 2 2 2 3.5 7000 चंदखुरी के गोमती चौक से नदी मार्ग लं किमी

5 चंदखुरी बसस्टैंड से नदी मार्ग लं 2.00 किमी 2 2 2 3.5 7000 अंडा फुंडा मार्ग लं किमी

6 अंडा फुंडा मार्ग लं 13.00 किमी 13 13 13 7 91000 ऊतई खोपली मचांदुर मार्ग लं किमी

Road name for Maintenance Work

1 Thanoud to Kolihapuri Road Length 4.80 km 4.8 4.8 3 14400

2 Anjora Vetenary College Road Length 7.00 Km 7 7 7 49000

3 Malviya Nagar to jailtiraha Minimata Road Length 1.45 Km 1.45 1.45 11 15950

4 New Civil Line -1 Road 0.90 Km 0.9 0.9 7 6300

4 New Civil Line - 2 Road 0.90 Km 0.9 0.9 3 2700

5 Old Civil Line Road 3.50 Km 3.5 3.5 3 10500

6 Poultry Farm Road Length 1.50 Km 1.5 1.5 5.5 8250

7 Chandkhuri to Hanoda Road Length 3.30 Km 3.3 1.3 2 7 14000

8 Service Road under Rasmada Baypass Length 0.60 Km 0.6 0.6 7 4200

1 Kokadi to Khamhariya Road Length 2.70 Km 2.7 2.7 3 8100

2 Hanoda to Khamhariya Road Length 2.90 Km 2.9 2.9 3 8700

3 Station Umarpoti Road Legth 3.20 Km 3.2 1.1 2.1 5.5 11550

4 Chandkhuri - Gomati Chowk to River Road Length 2.00 Km 2 2 3.5 7000

5 Chandkhuri Bus Stand to River Road Length 2.00 Km 2 2 3.5 7000

6 Anda Funda Road Length 13.00 Km 13 13 7 91000

7 Utai Khopli Machandur Road Length 9.025 9.025 4 5.025 7 35175

8 Machandur to Pangri Road Length 2.00 Km 2 2 3.75 7500

Road name for Maintenance Work

1 Thanoud to Kolihapuri Road Length 4.80 km 4.8 4.8 3 14400

2 Anjora Vetenary College Road Length 7.00 Km 7 7 7 49000

3 Malviya Nagar to jailtiraha Minimata Road Length 1.45 Km 1.45 1.45 11 15950

4 New Civil Line -1 Road 0.90 Km 0.9 0.9 7 6300

4 New Civil Line - 2 Road 0.90 Km 0.9 0.9 3 2700

5 Old Civil Line Road 3.50 Km 3.5 3.5 3 10500

6 Poultry Farm Road Length 1.50 Km 1.5 1.5 5.5 8250

7 Chandkhuri to Hanoda Road Length 3.30 Km 3.3 1.3 2 7 14000

8 Service Road under Rasmada Baypass Length 0.60 Km 0.6 0.6 7 4200

1 Kokadi to Khamhariya Road Length 2.70 Km 2.7 2.7 3 8100

2 Hanoda to Khamhariya Road Length 2.90 Km 2.9 2.9 3 8700

3 Station Umarpoti Road Legth 3.20 Km 3.2 1.1 2.1 5.5 11550

4 Chandkhuri - Gomati Chowk to River Road Length 2.00 Km 2 2 3.5 7000

5 Chandkhuri Bus Stand to River Road Length 2.00 Km 2 2 3.5 7000

6 Anda Funda Road Length 13.00 Km 13 13 7 91000

7 Utai Khopli Machandur Road Length 9.025 9.025 4 5.025 7 35175

8 Machandur to Pangri Road Length 2.00 Km 2 2 3.75 7500