NIT NO. 90/DURG(Khairagarh)/2026

NIT Schedule WMM & BT Patch Repair Works in various roads under Sub Division Khairagarh

Name of Roads :-

1 Khairagarh to Lanji Road Km 26/2 to 38/8

2 Khairagarh to Dongargarh road 1 to 18

3 Khajari Tekadih Dokrabhata road Km 1/2 to 2/4

4 Dharampura to Khajari road Km 3 & 5/2 to 5/10(100)

5 Chichola to Sarangpur road Km 1/2(100) to 1/6(100), 1/8 to 1/10, 2/2 to 2/10

6 Shergarh to Bafra road Km 1 to 2

7 Kukurmuda to Singhouri road Km 1 to 5/7

8 Dhaneli to Devaribhat road Km 1 to 5

Road SOR wet 01/01/2025 PAC Rs 25.00 Lacs

S No Chapter No Item No Sub Item No Particulars of Item Quantity Rate Unit Amount Quantity

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 406 290.00 1602.00 cum 464580.00 310

2 5 1 (i) 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. 2500.00 77.00 sqm 192500.00 2900

3 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 2500.00 18.00 sqm 45000.00 2900

4 5 2 (i) (i) Bituminous surface @ 0.25 kg /Sqm 1456.00 15.00 sqm 21840.00 1750

5 5 12 II A 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 Type B ( 13.2 mm to 0.09 mm size aggregates ) 2500.00 142.00 sqm 355000.00 2900

6 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 finisher 32.48 5367.00 cum 174320.00 100.8

7 10 6 Filling Pot-holes and Patch Repairs with Close Graded Premix Surfacing / Mixed Seal Surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous material as per clause 512, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.) 5215.00 173.00 sqm 902195.00 4190

8 4 11 B 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% respectively, 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. With smooth wheeled roller 341.50 313.00 cum 106890.00 367.5

9 10 1 Restoration of Rain Cuts Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. 1220.00 189.00 cum 230580.00

10 10 7 Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.) 1562.00 4.60 Metre 7185.00

Total Rs 2500090.00

Say in Lakhs 25.00