Widening and strengthening of the road from km 8 on the Kabrai Kunheta road to chainage 1.500 to 8.600 on the Kabrai Rivai link road (on the left side)

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

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 340-2.

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.

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. (Carted Earth)

GSB 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

WMM 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.

Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Tack Coat Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

DGBM-I Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4 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.

Tack Coat 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.

BC 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

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

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 (Carted Earth)

Earth work in excavaton of foundation of structrures 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 and backfilling with approved material.

Local Sand Filling in Foundation Trenches as per Drawing & Technical Specifiation

Beding for pipe Laying Reinforced Cement concrete pipe NP4/ 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 mosonry works, in head walls and parapets. single Row. (600mm Dia)

Beding for pipe Laying Reinforced Cement concrete pipe NP4/ 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 mosonry works, in head walls and parapets. Daouble Row. (1000mm Dia)

Beding for pipe Laying Reinforced Cement concrete pipe NP4/ 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 mosonry works, in head walls and parapets. single Row. (1000mm Dia)

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.

Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications

Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plan & manual placing (1:2:4)

Stone Masonry work in cement Mortar 1:3 in foundation complete as per drawing and Technical specifications. (RCR)

RCC Grade M20 using batching plant transit mixer & Manual placing (1:1.5:3)

Supplying, Fitting and placing Un-coated HYSD bar Reinforcement in foundation compete as per Drawing and Technical Specifications.

Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plan & manual placing (1:2:4)

Plastering with cement mortar (1:3) on brick work in sub- structure as per Technical Specificaton

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less then 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.

Dewatering tunnel by pumping out water collected by natural drainage inside tunnel including Dewatering in tunnel by pumping out water collected by natural drainage inside tunnel including providing sump wherever necessary, cost of all meterials, machinery, labour, drainage and all other ancillary operations etc, complete.

Providing weep holes in Brick asonry/ 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 IV : 20H towards drawing face. Complete as per drawing and Technical specifications

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. (Carted Earth)

Maintenance Charge including @ Earth work , repair of painted /C.C. surface, earthwork on patri , culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 30 (Excluding G.S.T.) Maintenance of First Year @0.00 % of total work amount of 1 to 30)

Maintenance Charge including @ Earth work , repair of painted /C.C. surface, earthwork on patri , culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 30 (Excluding G.S.T.) Maintenance of Second Year @0.25 % of total work amount of 1 to 30)

Maintenance Charge including @ Earth work , repair of painted /C.C. surface, earthwork on patri , culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 30 (Excluding G.S.T.) Maintenance of Thard Year @0.50 % of total work amount of 1 to 30)

Maintenance Charge including @ Earth work , repair of painted /C.C. surface, earthwork on patri , culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 30 (Excluding G.S.T.) Maintenance of Fourth Year @0.75 % of total work amount of 1 to 30)

Maintenance Charge including @ Earth work , repair of painted /C.C. surface, earthwork on patri , culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 30 (Excluding G.S.T.) Maintenance of Fifth Year @1.00 % of total work amount of 1 to 30)

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