Widening and strengthening work of chainage 15.100 to 25.580 (length 10.480 km) of road (ODR road) up to Madhya Pradesh border via Bangra Redhar Lagampura in district Jalaun

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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 as per Morth specification 301 Sr. 3.06

Construction of Embankment with Material Deposited from Roadway Cutting 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) as per Morth specification 305 Sr. 3.17

Construction of Embankment with Material obtained from Barrow pits Construction of embankment with approved material obtained from barrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per Morth specification 305 Sr. 3.16

By Mix in Place Method Construction of granular sub-base (Grade-I) 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 as per Morth specification 401 Sr. 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. As per Morth Specification 406 S. No. 4.14

Prime Coat over WMM/WBM Providing and applying primer coat with SS-1 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. as per Morth specification 502 Sr. 5.01(A)

Dense Graded Bituminous Macadam (Grading-1 with 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 @ 4.0 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. as per Morth specification 505 Sr. 5.4 (A)

Tack Coat on Bituminous surfaces 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. As per Morth Specification No. 503 S. No. 5.2 ENC Circular No.

Bituminous Concrete (Grading 2 With VG-30) Bitumen Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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 as per Morth specification 507 Sr. 5.05 (B)

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

Earth work in excavation in B.C. Soil in foundation of abutment, wing wall, retaining wall etc. in black cotton soil in Bundelkhand area requiring use of special T&P including lift upto 1.5 mtr and lead upto 30 mtr for completion of work Including Back Filling of Culvert and levelling as per Morth specification No. 304 S. No. 3.13

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per Morth specification 304 Sr. 3.13

Sand filling in foundation of 1.25 FM including supply of material, labour T&P etc. compete as per Morth specification 304 Sr. 12.03

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. as per Morth specification 1300 Sr. 12.05

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications required for proper completion of work. as per Morth specification 1300& 2200 Sr. 13.03

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M-15 (1:2:4)

Providing and laying RCC Grade M-25 as per Morth specification S. No. 12.11 A Case - II

Mild steel for iron in plain work such as reinforced concrte or reinforced brick work wrough to required shape as necessary including being for proper completion of work and including supply of all steel and wastage and wastage & overlapping & hooks. Morth Specification No. 1800 S. No. 14.02

Providing and laying PCC Grade M-20 as per Morth specification 12.8

Supply & laying of PV.C pipe 110 mm dia for weep holes including cost of all material T&P etc. required for proper completion of work. As per S.O.R.

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. As per Morth S. No. 13.10

Supply of & lying hume pipe S & S type in position with cement & sand mortar in 1:2 with sun including labour & T&P etc required for proper completion of work as per direction E/I N.P.-3 Type as per Morth specification 2900 Sr. 9.04 (1000 mm dia)

Supply of & lying hume pipe S & S type in position with cement & sand mortar in 1:2 with sun including labour & T&P etc required for proper completion of work as per direction E/I N.P.-3 Type as per Morth specification 2900 Sr. 9.04 (600 mm dia)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 1st Year maintinence cost (0.00% Construction Cost)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 2nd Year maintinence cost (0.25% Construction Cost)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 3rd Year maintinence cost (0.50% Construction Cost)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 4th Year maintinence cost (0.75% Construction Cost)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 5th Year maintinence cost (1.00% Construction Cost)