Widening and Strengthening of Ramnagar to Benipur Road (ODR) in District Amethi (including 5-year maintenance

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2.

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.

Construction of granular sub-base by providing coarse graded material, from approved query spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clause 401.

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 as per clause no 406

Providing and applying Primer coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, @ 4.00 to 4.5 per cent by weight of total mix and filler transporting the hot mix to work site laying with a hydrosatatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compation as per MoRT& H Specifications Clause 507 complete in all respects.

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 bitumesious/granular surface.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. in patri

Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.50 in & lead upto 30 m Including filling watering & ramming of excavated earth into the trenches or upto the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trenches. S.I. 251 (For Drain)

Cement concrete with 2 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. S.I. 280 (For Drain)

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:2:4 (1Cement: 6 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 S.I. No.-281. . S.I. 283 (For Drain)

Supplying, fitting and placing HYSD bar reinforcement in Foundation, sub-structure & SuperStructure complete as per drawing and Technical Specifications.SI.No.504

Excavation in foundations in ordinary soil including lift up to 1.50M and lead upto 30M as directed by Engineer in Charge. SI.No.251

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (SOR 280)

Class-150 brick work in 1:3 Cement and fine sand of 1.25 fineness modulous mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.SI. No.303

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 foce. Complete as per drawing and Technical Specifications

Provdiing and laying Plain/Reinforced cement concrete M-25 in Super structure including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with (SOR 284B)

Wearing coat (SOR 279b)

Mild steel or iron in plain work such as in reinforced concrete / brick work (when not included in overall rates) wrought to required shape as necessary I/C bending for proper completion of the work and including supply of steel, it's wastage and hooks and authorized over lapping shall be measured. (SOR 504)

Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (SI No.574)

Filling brickbats as filler material between roadcrust and abutment (SOR Material 2 (C))

Excavation in foundation in ordinary soil.

Plain cement concretewith 4 cm gauge stone ballast ,coarse sand and cement 1:3:6 in foundation as per SI no 280

Brick masonry work M-150 in 1:4 cement and fine sand of 1.25 FM in foundation and plinth inc all complete As per SI No-305

Supply of 1000 mm dia NP3 Hume pipe including cartage complete.

Laying of 1000 mm dia NP3 Hume pipe in proper position complete

Pointing with cement mortar (1:3) As Per SI No-574

Excavation in foundations in ordinary soil including lift up to 1.50M and lead upto 30M as directed by Engineer in Charge. SI.No.251

Providing and laying in Cement concrete 1:3:6 of not less than strength of M150stone ballast(40 mm nominal size) 2 apprroved coarsesand :1 Cement and curing complete,including cost of form work in foundation and floors S.L. 280

Class-150 brick work in 1:3 Cement and fine sand of 1.25 fineness modulous mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.SI. No.307

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 foce. Complete as per drawing and Technical Specifications

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

Supplying, fitting and placing HYSD bar reinforcement in Foundation, sub-structure & SuperStructure complete as per drawing and Technical Specifications.SI.No.504

Pointing on brick work on edge with cement mortar 1:2 (1cement :2 Sand)SI.No.574

Back filling behind abutment with granular material

Maintenance Cost @ 2.50% As per Go No. 17/2024/Sa-113/23-23-1-2024-23-1099/113/2023 Dt 16.01.2024 and 3689C/PRML/Mul-23-24 Dt 17.02.2024

Note : 1. Item for which no rate has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer : ITB Clause 13.2 and GCC Clause 43.3). 2- Unit rates shall be quoted by the bidder in Indian rupee [ITB Clause 14.1].