Widening and Strengthening of West Allahabad Branch Canal Service Road (ODR) (Ch-39.00 to Ch.60.00) (21.00 Kms.) in District Kanpur Dehat. (including 05 years maintenance).

Clearing jungle including up rooting of trunk vegetations grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters outside the periphery of area cleared. (MORTH 2.03)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (MORT&H 3.16).

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m technical specifications Clause 301 (MORT&H 3.06).

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (MORT&H 3.17). (Compaction only)

Construction of Granular sub base by providing Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting Vibratory roller to achieved the desired density. complete as per clause 401. (Grading-1 Material) (MORT&H 4.01) (B) By Plant Mix Method

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, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (MORTH 4.14)

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means, complete as per clause 406. (MORT&H 5.01) (502)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP (120 TPH) using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects. (MORTH 5.04 (B) with Bitumen (VG-30)

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant (120 TPH) using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 (MORTH 5.05 (B) with Bitumen (VG-30)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Sl.No.3.18)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (MORTH 9.03)

Providing (RCC M 25 Grade) concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100 (Morth 12.08) (E) (Case II) RCC Grade M25 using batching plant transit mixer & manual placing

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications - 1600. (MoRT&H no. 12.42)

Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. complete as per direction of engineer in charge and MoRT&H Technical Specification Clause (MoRT&H 13.08)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (MoRT&H 13.10)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. (Lko SOR Ch.26 Sl.No.2)

Providing and laying of hot applied thermoplastic compound 5.0 mm thick including reflectorising glass beads @500 gms per sqm area, thickness of 5.0 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. (Lko SOR Ch.26 Sl.No.3)

Providing & fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting wide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cmX45cmX60cm, 60cm below ground level as per approved drawing. (as per IRC:67-2012 clause 14.60) Intersection Ahead (90 cms Eqatriangle) Sl.No.18(i)

Providing & fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting wide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cmX45cmX60cm, 60cm below ground level as per approved drawing. (as per IRC:67-2012 clause 14.60) Stop Sign (Octagon) (90 cm height) Sl.No.18(vii)

Providing & fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting wide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cmX45cmX60cm, 60cm below ground level as per approved drawing. (as per IRC:67-2012 clause 14.60) Accident Prone Zone (80 x 60 cms) Sl.No.18(iv)

Providing & fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting wide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cmX45cmX60cm, 60cm below ground level as per approved drawing. (as per IRC:67-2012 clause 14.60) Maximum Speed Limit Signs (60 cms Circular) Sl.No.18(iii)

Providing & fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting wide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cmX45cmX60cm, 60cm below ground level as per approved drawing. (as per IRC:67-2012 clause 14.60) Speed Table Ahead (90 cms Eqatriangle) Sl.No.18(i)

Providing & fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting wide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cmX45cmX60cm, 60cm below ground level as per approved drawing. (as per IRC:67-2012 clause 14.60) Zebra Crossing Ahead (90 cms Eqatriangle) Sl.No.18(i)

Providing & fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting wide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cmX45cmX60cm, 60cm below ground level as per approved drawing. (as per IRC:67-2012 clause 14.60) Object Hazard (30x90 cms Eqatriangle) Sl.No.18(x)

Providing & fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting wide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cmX45cmX60cm, 60cm below ground level as per approved drawing. (as per IRC:67-2012 clause 14.60) Abadi Board (60x60 cm square with diffinitation plate) Sl.No.18(vi)

Type A 'W' : Metal Beam Crash Barrier : Providing and erecting a 'W' metal beam crash barrier coprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings, to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel second 150 x 75 x 5, 330 mm long complete as per clause 810. (Lko SOR Ch.26, Sl.No.26)

Reinforced cement concrete M15grade 5th kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc (MORTH 8.14) (i) 5th kilometre stone (precast)

Reinforced cement concrete M15grade 5th kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc (MORTH 8.14) (ii) Ordinary kilometer stone (precast)

Reinforced cement concrete M15grade 5th kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc (MORTH 8.14) (iii) Hectometer stone (precast)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/COPRMC/ MUL-2023-24 dated 17.02.2024) (I) Maintenance of First Year (@0.00% of Total Work Amount of 1 to 30)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/COPRMC/ MUL-2023-24 dated 17.02.2024) (I) Maintenance of Second Year (@0.25% of Total Work Amount of 1 to 30)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/COPRMC/ MUL-2023-24 dated 17.02.2024) (I) Maintenance of Third Year (@0.50% of Total Work Amount of 1 to 30)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/COPRMC/ MUL-2023-24 dated 17.02.2024) (I) Maintenance of Forth Year (@0.75% of Total Work Amount of 1 to 30)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/COPRMC/ MUL-2023-24 dated 17.02.2024) (I) Maintenance of Fifth Year (@1.00% of Total Work Amount of 1 to 30)

Please Enable Macros to View BoQ information