Widening and strengthening work in two lanes with paved shoulders from chainage 156-000 to 168-000 of Lucknow-Azamgarh-Ballia road State Route No-34 in Sultanpur district length 12-00 km

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. As per MoRTH Specification-301

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 As per MoRTH Specification-305

Construction of granular sub-base by providing close graded Material, grading one 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 As per MoRTH 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. complete as per MoRTH clause 406

Providing and applying primer coat with 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.

Dense Graded Bituminous Macadam grade -l (VG-30) Providing and laying dense graded bituminous macadam 80 mm Thick 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.

Dense Graded Bituminous Macadam grade -ll ( VG-30)Providing and laying dense graded bituminous macadam 50 mm Thick 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.

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/granular surface cleaned with mechanical broom for D.B.M

Dense Graded Bituminous Macadam grade -ll ( VG-40)Providing and laying dense graded bituminous macadam 50 mm Thickwith 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.

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 Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH Specification-503 for B.C.

Bituminous Concrete grade ll (VG-40)Providing and laying bituminous concrete 30mm thick 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 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.(Shoulder)

Construction of Subgrade and Earthen Shoulders 3 Km Distance. Construction of sub-grade 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 No. 300-2. Cartege Earth work in abadi portion (Barausa, Diyara, Motigarpur)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Widening of H.P Culverts -Earth work in excuavation in foundation trenches or drains (not exccding 1.5 m. in width or 10sqm.on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. As per SOR DAR 2.6.1

Supply of 350 mm dia NP3 pipe.As per SOR

Laying & fixing of 350 mm dia NP-3 pipe with collers As per SOR Chapter-17

Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1 SOR Chapter-6

Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand) As per DAR 13.32.1 SOR Chapter-11

Construction of U- Type Drain in abadi Portion -Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m. As per MoRTH Specification-301

Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-2100

Providing and laying 20 mm gauge approved stone in M25 Concrete by laid over base concrete including supply all materials, curing, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-1500

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications.As per MoRTH Specification-1600

(1) Rate to be quoted without G.S.T. & G.S.T. Shall be Paid extra as per Prevailing rules.