NIT NO-18/Bridge/Raipur/2026-27

B.T. Renewal & Patch Repair Work for various bridges under Bridge Sub Division No.1, Raipur.

PAC 124.79 Lacs

S.NO. Ref. of S.O.R. ITEM Descriptions Quantity Unit

1 ROAD SOR 2.9 Milling of bituminous pavement depth of 75 to 100 mm by cold milling machine including all levelling and slope sensors, self-loading of milled material by discharge conveyor onto transport vehicle including lead 10 km as directed by Engineer in Charge 25302.8 SQM

2 ROAD SOR 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 27526.28 SQM

3 ROAD SOR 5.21 Providing and laying leveling course / profile corrective course with bituminous macadam

B With mechanical paver finisher 48.08 cum

4 ROAD SOR 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 finisher

iii for Grading II (13.2 mm nominal size) with bitumen 6.0 % 1056.022 cum

5 ROAD SOR 5.5 Dense Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 505 complete in all respects. 13.20 Sqm

6 ROAD SOR 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, hickness 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. 1698.00 Sqm

7 R-SOR It - 5.21 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. 111.17 cum

With mechanical paver finisher

Sub Engineer Sub Divisional Officer P.W.D. Bridge Const .Sub Div-1 Raipur ( C.G.) Executive Engineer P.W.D. Bridge Const. Division Raipur (C.G.)

Abstract of Quantity

B.T. Renewal & Patch Repair Work for various bridges under Bridge Sub Division No.1, Raipur.

S.NO. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

1 ROAD SOR 2.9 Milling of bituminous pavement depth of 75 to 100 mm by cold milling machine including all levelling and slope sensors, self-loading of milled material by discharge conveyor onto transport vehicle including lead 10 km as directed by Engineer in Charge 25302.8 70 SQM 1771196

2 ROAD SOR 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 27526.28 13 SQM 357842

3 ROAD SOR 5.21 Providing and laying leveling course / profile corrective course with bituminous macadam

B With mechanical paver finisher 48.08 4562 cum 219363

4 ROAD SOR 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 finisher

iii for Grading II (13.2 mm nominal size) with bitumen 6.0 % 1056.022 8166 cum 8623476

5 ROAD SOR 5.5 Dense Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 505 complete in all respects. 13.20 7211 Sqm 95185

6 ROAD SOR 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, hickness 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. 1698.00 533 Sqm 905034

7 R-SOR It - 5.21 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. 111.17 4562 cum 507158

With mechanical paver finisher 12479254

Sub Engineer Sub Divisional Officer P.W.D. Bridge Const .Sub Div-1 Raipur ( C.G.) Executive Engineer P.W.D. Bridge Const. Division Raipur (C.G.)

Painting work of various Bridges under PWD Bridge Sub Division No.1 Raipur

S.No. Description Amount

BT Patch repair work 12479254.00

Say 147.26 Lacs

Sub Engineer Sub Divisional Officer P.W.D. Bridge Const .Sub Div-1 Raipur ( C.G.) Executive Engineer P.W.D. Bridge Const. Division Raipur (C.G.)