NIT NO. 363/DURG(Kawardha)/2025

NIT Schedule for B.T. Renewal of Kawardha to Rengakhar via Madaghat Road from km 12/4 to 16/10, 22/2 to 31/10 and 32/2 to 39/2 Total Length 18.33 Km (width 3.75m) under Sub Division Bodla, Distt. Kabirdham(C.G.) Budget Year 2025-26

SOR for Road Works w.e.f. 01/01/2015 used P.A.C. 199.91 Lacs

Sl. No. SOR Chapter No. SOR It No. Page No. Sub It No. Particulars Quantity Unit Rate Amount Amount (in Words)

1 5.19 Providing and laying leveling course / profilecorrective 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.

II With mechanical paver finisher 177.00 Cum. 5432.00 961459.00 177.00 961459

2 5.8 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

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.

(i) Bituminous surface @ 0.25 kg /Sqm 72891.17 Sqm. 15.00 1093368 72891.17 1093368

4 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. 1884.00 Cum. 95.00 178980 1884.00 178980

5 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

A Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base with

(i) Grading-III Material 753.60 Cum. 1423.00 1072373 753.60 1072373

6 6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)

7 4.13 Construction of Shoulders Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and shal lhave 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 6741.90 Cum. 277.00 1867506 6741.90 1867506

8 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 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.) 366.60 Sqm. 707.00 259187 366.60 259186

Total Amount (Rs.) 19990760.00 19990759