Widening and Strengthening of Lahurimau Chandpur Road (ODR) under Ghatampur Assembly constituency in Dist. Kanpur Nagar (including 05 year maintenance)

Amount

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 (Morth Specification Clause - 301 SI no. 3.06)

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.(Morth Specification Clause - 305 SI No 3.16)

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(Compaction only)(Morth Specification Clause - 305 SI No. 3.17)

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 with vibratory roller to achieve the desired density, complete as per clause 401 (SI No. 4.01)

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Morth Specification Clause - 406 SI No. 4.14)

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 (Morth Specification Clause - 305 SI No. 3.18)

Wet Mix Macadam +1% OPC+3.5 % Emulsion Providing laying spreading to graded stone aggregate (WMM) after mixing of water at OMCin mechanical mix plant carriage of mixed material by tipper to site laying with 1% OPC and 3.5 % emulsion in uniform single layer on subbase / subgrade and compacting with road roller to achive desired density as per MoRTH specification 4.06 (Bitumen Emulsion SS-2)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(Rate including Bitumen VG-10) (Morth Specification Clause - 503 SI no. 5.02 I)

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 @ 5.40 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 B SI no. 5.05 complete in all respects(Rate including Bitumen VG-30)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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.

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 Specification Clause - 2100 SI no. 12.04)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC M-20 Grade (Morth Specification Clause - 1500,1700 & 2100 SI No. 12.08 C ) Case -II

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC M-25 Grade (Morth Specification Clause - 1500,1700 & 2100 SI No. 15.11 D )

Supplying, Fitting and Placing HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications (Morth Specification Clause - 1600 & 2200 SI.NO. 13.06 )

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications (Morth Specification Clause 1300 , SI no- 12.05)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Morth Specification Clause - 1300 & 2200 SI No 13.02 )

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications ( Morth Specification clause no 1300 &2200 SI No. 13.03)

Laying Reinforced Cement Concrete Pipe NP-3 prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head wall and parapets.(600 mm dia HP)(Morth Specification Clause 1106, SI No- 9.3)

Reinforced cement concrete M-15 grade Kilometer Stone of standard design as per IRC:8 ,fixing in position including painting and printing etc.

Reinforced cement concrete M-15 grade Hectometer Stone of standard design as per IRC:8 ,fixing in position including painting and printing etc.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Earth work in excavation of foundation of structure as per drawing and technical ,specification ,including setting out , construction of shoring and bracing , removal of stumps and other deletrious matter ,dressing of sudes and bottom and backfilling with approved material.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

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.

Thermoplstic Paint - 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. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Repeated Bars- 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. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm d1a heavy M S pipe as bracing & 10 mm MS plate al bottom for fixing to vertical posl as per structure design & drawing with one of steel primer and two coals of synthetic enamel plant. The work Includes construction of RCC Foundation or size 0.90x0.90x1.50 m or required depth as per site condition for built up structure Including Earth work In excavation 100 mm thick Lean Conc,ete In 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC • M25 grade conc,ete Including supply and fixing or 25 mm dia Foundation Bolts 600 mm long as per provision or structure design including cost or reinforcement & shuttering. The lateral vertical clearances and complete lnstalation work shall be as per relevant clauses of MORT&H specification secllon 800 and IRC 67-2012 complete in all respect The Rales shall Include cost of design fabrlcaUon, supply, transportation, Local shifting Erection of Signage structure using c,ane, Inclusive of all taxes etc. all T&P machine, material and labour required for proper completlon of work as per direction of Engineer-In-charge.

Supply and fixing of fully Retro Reflective sign board made of 4 mm thick aluminium sheet face to be fully covered with high Intensity encapsulated lens long types as per colour required. The Retro reflective sheet shall be processed on base Aluminium will be provide with frame of 40 x 40 x 4 mm angle all around cross with proper clamping arranged of fix cantilever structure. The back of the aluminium sheet be powder coated. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work.

Supply & Fixing of Linear Delineator System (LDS) Panes made of Micro Prismetic Retro Reflective Sheeting Duly Laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across observations & External Engles Each L.D.S. panel lenghth of 33 inch & ridge shall be approximate L.D.S. Panel is to be Firmaly Fixed on Existing M.S. Ray Weldingh as & When Required.

Maintenance of bituminous surface road and/or gravel road and/or WBM road including filling pot holes and patch repair etc. Restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drain, maintenance of culvert,maintenance of guard rails and parapet,maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required, maintenance of 200m and kilometer stones, cutting of branches of tree, shrubs and trimming of grass and weeds etc. White whashing of parapets including CD Works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Anexure-1) & maintenance mentioned in GO No. 17 /2024 /S-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024, Circular no. 3689 C-OPRMC/Original-23-24 Dt. 17.02.2024 (On item no. 1 to 31) Mantenence Charge I year - 0.00% (On Item no. 01 to 31.)

Maintenance of bituminous surface road and/or gravel road and/or WBM road including filling pot holes and patch repair etc. Restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drain, maintenance of culvert,maintenance of guard rails and parapet,maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required, maintenance of 200m and kilometer stones, cutting of branches of tree, shrubs and trimming of grass and weeds etc. White whashing of parapets including CD Works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Anexure-1) & maintenance mentioned in GO No. 17 /2024 /S-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024, Circular no. 3689 C-OPRMC/Original-23-24 Dt. 17.02.2024 (On item no. 1 to 31) Mantenence Charge II year - 0.25% (On Item no. 01 to 31.)

Maintenance of bituminous surface road and/or gravel road and/or WBM road including filling pot holes and patch repair etc. Restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drain, maintenance of culvert,maintenance of guard rails and parapet,maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required, maintenance of 200m and kilometer stones, cutting of branches of tree, shrubs and trimming of grass and weeds etc. White whashing of parapets including CD Works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Anexure-1) & maintenance mentioned in GO No. 17 /2024 /S-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024, Circular no. 3689 C-OPRMC/Original-23-24 Dt. 17.02.2024 (On item no. 1 to 31) Mantenence Charge III year - 0.50% (On Item no. 01 to 31.)

Maintenance of bituminous surface road and/or gravel road and/or WBM road including filling pot holes and patch repair etc. Restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drain, maintenance of culvert,maintenance of guard rails and parapet,maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required, maintenance of 200m and kilometer stones, cutting of branches of tree, shrubs and trimming of grass and weeds etc. White whashing of parapets including CD Works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Anexure-1) & maintenance mentioned in GO No. 17 /2024 /S-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024, Circular no. 3689 C-OPRMC/Original-23-24 Dt. 17.02.2024 (On item no. 1 to 28) Mantenence Charge IV year - 0.75% (On Item no. 01 to 28.)

Maintenance of bituminous surface road and/or gravel road and/or WBM road including filling pot holes and patch repair etc. Restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drain, maintenance of culvert,maintenance of guard rails and parapet,maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required, maintenance of 200m and kilometer stones, cutting of branches of tree, shrubs and trimming of grass and weeds etc. White whashing of parapets including CD Works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Anexure-1) & maintenance mentioned in GO No. 17 /2024 /S-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024, Circular no. 3689 C-OPRMC/Original-23-24 Dt. 17.02.2024 (On item no. 1 to 31) Mantenence Charge V year - 1.00% (On Item no. 01 to 31.)

THE SHELTER (BID ID -4941431)

M/s Baba Anadeshwar Enterprises (BID ID -4933816)