NIT NO. 322/DURG(Khairagarh)/2026

PUBLIC WORKS DEPARTMENT

GENERAL ABSTRACT

Estimate for WMM and B.T. Patch Repair Work in Various Roads ( SH, MDR & Village road) under Sub Division Khairagarh

S.No. Sub Head Rate Per Amount

1 Estimate for WMM and B.T. Patch Repair Work in Various Roads ( SH, MDR & Village road) under Sub Division Khairagarh As Per Detailed Estimate 8470000

Total Amount Rs.

Say Rs.(In Lacs)

Estimate for WMM and B.T. Patch Repair Work in Various Roads ( SH, MDR & Village road) under Sub Division Khairagarh

Name of Roads :- Rajnandgaon Kawardha Pondi Road(SH-5) Km 39,40,41,42,45=5.00 km, Khairagarh Lanji Road(SH-22) km 11 to 16= 6.00 km, Durg Jalbandha Khairagarh Road(SH-22) Km 31/8,33/4,36/10,38/6,41/4,47/2,47/10=10.90 km Total Length (SH) 21.90 km Khairagarh Dongargarh Road km 11 to 17 = 7.00 km, Khairagarh-Atariya-Joratarai Road km 18/8,21/10,29/2,31/2,31/8,32/10,34/2,35/6,36/2,37/2,37/6 to 37/10, 38/4 to 38/8= 3.20 km Total length (MDR) = 10.20 km Khamardih Garrapar Road 2.40 km, Jurlakala Tekapar Road 1.95 km, Ghonghedabri to Chichola Road 2.00 km, Chichola Sarangpur Road 2.00 km, Pendri Dapka Road 3.80 km, Khajri Tekadih Road 2.80 km, Dharampura Khajri Road 3.80 km, Dhaneli Dewaribhaat Road 2.00 km,Khamariya to Hirawahi 2.50 km,Dillippur to Kanchari 2.20 km,Kukurmuda to Singhori 4.20 km,Gahiratola to Deori Road 2.00 km, Total Length(VR) = 31.65 km

MEASUREMENT & ABSTRACT

S. No. SOR I.No. Particular's of Item Measurement Qty Unit Rate Amount

No. L. B. D./H.

1 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

Khairagarh to Lanji Road 11 to 15 =5.00 0.05 5000 7 0.08

Ghonghedabri to Chichola Road 0.05 1500 3.75 0.08

Chichola Sarangpur Road 0.05 1500 3.75 0.08

Pendri Dapka Road KM 1, 2 0.05 1500 3.75 0.08

Khajri Tekadih Road 0.05 1200 3.75 0.08

Khamariya to Hirawahi Road 0.05 1500 3.75 0.08

Dilippur to Kanchri Road 0.05 1500 3.75 0.08

Dhaneli Dewaribhat Road 0.05 1500 3.75 0.08

Dharampura to Khajri Road 0.05 1200 3.75 0.08

Khamardih to Garapar Road 0.05 1800 3.75 0.08

Jhurlakala to Tekapar Road 0.05 1750 3.75 0.08

2 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.

Khairagarh to Lanji Road 11 to 16 =6.00 1 6000 7

Ghonghedabri to Chichola Road 1 2000 3.75

Chichola Sarangpur Road 1 2000 3.75

Pendri Dapka Road KM 1, 2, 1 2000 3.75

Khajri Tekadih Road 1 1800 3.75

Khamariya to Hirawahi Road 1 1500 3.75

Dilippur to Kanchri Road 1 2000 3.75

Dhaneli Dewaribhat Road 1 2000 3.75

Dharampura to Khajri Road 1 1600 3.75

Khamardih to Garapar Road 1 2400 3.75

Jhurlakala to Tekapar Road 1 1950 3.75

5 % of total qty Sqm 65

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 surfaces treated with primes @ 0.30 kg /Sqm Qty same as item no. 5.1 Sqm 15

4 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

Durg Jalbandha Khairagarh Road(SH-22) 31@8] 33@4] 36@10] 38@6] 41@4] 47@2] 47@10 ¾ 10-90 km 1 10900 7

Rajnandgaon Kawardha Pondi Road(SH-5) 39, 40, 41, 42, 45 1 5000 7

Khairagarh Lanji Road(SH-22) 11 to 17 1 7000 7

Khairagarh Dongargarh Road(MDR) 11 to 17 1 7000 7

Khamardih Garrapar Road 2.40 km, Jurlakala Tekapar Road 1.95 km, Ghonghedabri to Chichola Road 2.00 km, Chichola Sarangpur Road 2.00 km, Pendri Dapka Road 3.80 km, Khajri Tekadih Road 2.80 km, Dharampura Khajri Road 3.80 km, Dhaneli Dewaribhaat Road 2.00 km,Khamariya to Hirawahi 2.50 km,Dillippur to Kanchari 2.20 km,Kukurmuda to Singhori 4.20 km,Gahiratola to Deori Road 2.00 km 1 31650 3.75

13% of total qty sqm 13

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

Durg Jalbandha Khairagarh Road(SH-22)

Rajnandgaon Kawardha Pondi Road(SH-5)

Khairagarh Lanji Road(SH-22) 11 to 18

Khairagarh Dongargarh Road(MDR)

Khairagarh-Atariya-Joratarai Road(MDR)

Khamardih Garrapar Road 2.40 km, Jurlakala Tekapar Road 1.95 km, Ghonghedabri to Chichola Road 2.00 km, Chichola Sarangpur Road 2.00 km, Pendri Dapka Road 3.80 km, Khajri Tekadih Road 2.80 km, Dharampura Khajri Road 4.80 km, Dhaneli Dewaribhaat Road 5.00 km,Khamariya to Hirawahi 2.50 km,Dillippur to Kanchari 2.20 km,Shergadh to Bafara 2.00 km,Kukurmuda to Singhori 4.20 km 1 Qty same as item no. 5.2(i) 0.05

@ 5% of total qty cum 4562

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 )

Durg Jalbandha Khairagarh Road(SH-22)

Rajnandgaon Kawardha Pondi Road(SH-5)

Khairagarh Lanji Road(SH-22) 11 to 18

Khairagarh Dongargarh Road(MDR)

Khairagarh-Atariya-Joratarai Road(MDR) Qty same as item no. 5.2(i)

Khamardih Garrapar Road 2.40 km, Jurlakala Tekapar Road 1.95 km, Ghonghedabri to Chichola Road 2.00 km, Chichola Sarangpur Road 2.00 km, Pendri Dapka Road 3.80 km, Khajri Tekadih Road 2.80 km, Dharampura Khajri Road 4.80 km, Dhaneli Dewaribhaat Road 5.00 km,Khamariya to Hirawahi 2.50 km,Dillippur to Kanchari 2.20 km,Shergadh to Bafara 2.00 km,Kukurmuda to Singhori 4.20 km Qty same as item no. 5.2(ii)

7 10.7 Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.)

Khairagarh-Atariya-Joratarai Road(MDR) 1 1950

Khairagarh Lanji Road(SH-22) 13 1 1000

Executive Engineer

P.W.D. Division

NIT Schedule for WMM and B.T. Patch Repair Work in Various Roads (SH,MDR & Village road) under Sub Division Khairagarh

Name of Roads :- Rajnandgaon Kawardha Pondi Road(SH-5) Km 39,40,41,42,45=5.00 km, Khairagarh Lanji Road(SH-22) km 11 to 16= 6.00 km, Durg Jalbandha Khairagarh Road(SH-22) Km 31/8,33/4,36/10,38/6,41/4,47/2,47/10=10.90 km Total Length (SH) 21.90 km Khairagarh Dongargarh Road km 11 to 17 = 7.00 km, Khairagarh-Atariya-Joratarai Road km 18/8,21/10,29/2,31/2,31/8,32/10,34/2,35/6,36/2,37/2,37/6 to 37/10, 38/4 to 38/8= 3.20 km Total length (MDR) = 10.20 km Khamardih Garrapar Road 2.40 km, Jurlakala Tekapar Road 1.95 km, Ghonghedabri to Chichola Road 2.00 km, Chichola Sarangpur Road 2.00 km, Pendri Dapka Road 3.80 km, Khajri Tekadih Road 2.80 km, Dharampura Khajri Road 3.80 km, Dhaneli Dewaribhaat Road 2.00 km,Khamariya to Hirawahi 2.50 km,Dillippur to Kanchari 2.20 km,Kukurmuda to Singhori 4.20 km,Gahiratola to Deori Road 2.00 km, Total Length(VR) = 31.65 km

Sor for road works with effect from 15.06.2026 PAC Rs. 82.79 Lacs

S. N. Department SOR Year SOR I.No. Particular's of Item Qty Unit Rate Amount

1 P.W.D. 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 manual 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

2 P.W.D. Road 2026 5.1 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. Sqm 65

3 P.W.D. Road 2026 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. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm Sqm 15

4 P.W.D. Road 2026 5.2 (i) (i) Bituminous surface @ 0.25 kg /Sqm sqm 13

5 P.W.D. Road 2026 5.21 B 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. With Mechanical paver cum 4562

6 P.W.D. Road 2026 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 A With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) sqm 121

7 P.W.D. Road 2026 10.7 Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.) RM 4

Say Rs.(In Lacs)

Executive Engineer

P.W.D. Division