TIRWA KHAIRNAGAR AUSER HAMIRPUR MARG KM 10.00 SE 21.300 TAK WIDENING AND STRENGTHING

Amount

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, complete all as per MORTH specification No. 201

Excavation for roadwork in 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 1000 m, complete all as per MORTH specification No. 301

Contruction of Embankment with 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 (Only Mec. Compaction) , complete all as per MORTH specification No. 305 (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,complete all as per MORTH specification No. 305 (3.17)

Contruction of Embankment with 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 ,lead 3 Km) , complete all as per MORTH specification No. 305 (3.16)

Construction of granular sub-base by providing course 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 power roller to achieve the desired density, complete complete all as per MORTH specification No.401

Providing and laying spreading and compacting graded stone aggregate and wet mix macadam specification including premixing the material with including premixing the material with water at OMC in machanical mix plant carrage of mixed material by tipper to site laying in uniform layers with paver to sub base/base course on well prepared surface and compacting with vibratory rools to achieve the desired density,complete all as per MORTH specification No.406

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 with 1% OPC cement and 3.5 % Emulsion(SS-2) in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(ETA) ,complete all as per MORTH specification No.406 (ii)

Providing and laying bituminous concrete with 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 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,complete all as per MORTH specification No.507

Construction of Subgrade and Earthen shoulders 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,complete all as per MORTH specification No.305 (3.18)

Same as above Item No-10, but carted earth up to lead 3.0 km 10(100-300,450-1000), 11(0-50),13(300-850),21(100-600),complete all as per MORTH specification No.305

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,complete all as per MORTH specification No.304 (i)

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. ,complete all as per MORTH specification No.2100 (12.04)

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications,complete all as per MORTH specification No.1300 & 2200 (13.1).

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,complete all as per MORTH specification No.2706 & 2200

Furnishing and Placing Reinforced cement concrete (RCC) grade M20 in super-structure as per drawing and Technical Specification,complete all as per MORTH specification No.1500 ,1600 & 1700( 14.01).

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications ,complete all as per MORTH specification No. 1600 ( 14.02).

Plain cement concrete (PCC ) grade M15 in open foundation complete as per drawing and technical specifications,complete all as per MORTH specification No. 1500, 1700 & 2100.

Pointing with cement mortar (1:3) on brick work substructure as per technical specification,complete all as per MORTH specification No. 1300 & 2200 (13.02)

Plastering with cement mortar (1:3) on brick work substructure as per technical specification,complete all as per MORTH specification No. 1300 & 2200 (13.03)

Supplying and Laying of 1000 mm dia Reinforced cement concrete hume pipe NP4.

Supplying and Laying of 600 mm dia Reinforced cement concrete hume pipe NP4.

Supplying and Laying of 300 mm dia Reinforced cement concrete hume pipe NP4.

Sand filling over hume pipe for cushion including supply of necessary quantity of sand and including watering ramming and dressing etc. requried for proper completion of work,complete all as per MORTH specification No. 304

providing and laying filter media with granular material satisfying the requirements laid down in clause 2504.2.2 of Morth specifications between roadcrust and abutment,complete all as per MORTH specification No. 13.10

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification,complete all as per MORTH specification No. 2504(16.05)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications(At Bridge Approach),complete all as per MORTH specification No. 2504 (16.04)

Providing & Laying of Interlocking concrete Block pavement having thickness 80 mm as per Drawing & Technical sapecification Clause 1500

Providing and laying kilometer & hectometer stone.

Maintenance of above item ( 01 to 29) as per GO No. 17/2024/No-113/23-1-2024-23 1099/113/2023 Dt. 16.01.2024 Maintenance of 1st year after completion of work @0.00% of Cost of Construction of Work (Defect Liability Period)

Maintenance of 2nd year after completion of work @0.25% of Cost of Construction of Work

Maintenance of 3rd year after completion of work @ 0.50% of Cost of Construction of Work

Maintenance of 4th year after completion of work @ 0.75 % of Cost of Construction of Work

Maintenance of 5th year after completion of work @ 1.00 % of Cost of Construction of Work