Widening and Strengthening of Bhatni Balua Afgan Road ODR in District Deoria in FY 2023-24

Amount

Excavation for roadway in soil with hydraulic excavator including cutting and loading in Tippers, Trimming bottom and side slope , in accordance with requiredment of lines , grade and cross section and transporting in the embankment location within all lifts and leads upto 1000m as per Morth Specification Clause 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 embankment with approved materials obtained from barrow pits with all lifts and leads, transporting to site , spreading, grading to required slop and compacting to meet requirement of table 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

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Wet mix macadem Providing laying spreading and compacting graded stone aggregate to wet mix macadem specfication including premixing the material water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver as per Morth specification Clause 406.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including with 1% Cement and 3.5% Emulsion by weight of Mix of WMM 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 Morth Specification no 406

Providing and laying dense graded bituminous macadam 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.As per Morth Specification Clause 505

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

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 DRAIN Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Morth Specification Clause 300-2.

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I.No. 279

M 20 Grade of RCC in proptions of 1:1:2 (1 part of cement, 1 part of Approved coarse sand and 2 part of 20mm Nominal Size Stone Grits) as per SI No. 284A.

Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded. As Morth Specification 1600 & 2200.

Construction of 900mm hume pipe Excavation of foundation in ordinary soil including lift upto 1.50 m and lead up 30m and including filling watering and ramming of excavated earth into trenches or into the plinth and removel and disposal of surplus earth as direction by I/E upto a distance of 30m from the foundation trench as per SI No-251

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 Vibrator etc. SL no 280

1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SI No 305A

Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SI No-574

Supply and laying of 900 mm hume pipe as per SI no 5(a) ii

Construction of 600mm hume pipe Excavation of foundation in ordinary soil including lift upto 1.50 m and lead up 30m and including filling watering and ramming of excavated earth into trenches or into the plinth and removel and disposal of surplus earth as direction by I/E upto a distance of 30m from the foundation trench as per SI No-251

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 Vibrator etc. SL no 280

1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SI No 305A

Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SI No-574

Supply and laying of 600 mm hume pipe as per SI no 5(a) i

Costruction of minor Bridge 1x1.50 m span Exacavation in Foundation in Ordinary Soil ( Loam Clay or Sand) Including Lift upto 1.50 m and lead upto 30 m and Including filling, watering, ramining of Excavated Earth into the space between the bulding and the side of foundation trenches or into the plinth and removal, disposal of surplus earth as directed by the E/I upto distance of 30 m from the foundation trenches including all T&P etc. as per sr no 251

Cement Concrete with 4 cms gauge aproved stone grits, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labours and T&P etc. required for the proper completion of work as per sr no 280

Brick Masonary work in 1:3 in Structure complet excluding pointing and plastering as per Drawing and technical Specifications SI no. 307

M 25 Grade of RCC bed block, deck slabs, approach slabs in proptions of 1:1:2 (1 part of cement, 1 part of Approved coarse sand and 2 part of 20mm Nominal Size Stone Grits) as per Morth Specification 1500,1600 &1700.

Supply fitting and Placing HYSD bar Reinforcement in Structure Completeas as per Drawing and technical Specifications Morth clause 1600 & 2200.

Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SI No-574

Providing weep holes in brick masonary/RCC abutment, wing wall with 100 mm dia AC pipe extending thourgh the full Width of the sructure with slop of 1V:20H towards drawning face as per Drawing and technical as per Morth Specifications 2706 & 2200.

P/L of Wearing coat/CC floor of Cement Concrete with 2cm gauge approved stone grits approved coarse sand and cement in proportion of 2:1:1 including supply of all material, labour T&P etc. as per morth specification 1500,1700,&2100.

finishing wall with waterproof cement paint of approved make and qulatiy of new work with 3 coats to give an even shade including supply of all material, labour T&P etc as per SI no. 660.

Costruction of minor Bridge 1x2.00 m span Exacavation in Foundation in Ordinary Soil ( Loam Clay or Sand) Including Lift upto 1.50 m and lead upto 30 m and Including filling, watering, ramining of Excavated Earth into the space between the bulding and the side of foundation trenches or into the plinth and removal, disposal of surplus earth as directed by the E/I upto distance of 30 m from the foundation trenches including all T&P etc. as per sr no 251

Cement Concrete with 4 cms gauge aproved stone grits, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labours and T&P etc. required for the proper completion of work as per sr no 280

Brick Masonary work in 1:3 in Structure complet excluding pointing and plastering as per Drawing and technical Specifications SI no. 307

M 25 Grade of RCC bed block, deck slabs, approach slabs in proptions of 1:1:2 (1 part of cement, 1 part of Approved coarse sand and 2 part of 20mm Nominal Size Stone Grits) as per Analysis of Rate

Supply fitting and Placing HYSD bar Reinforcement in Structure Completeas as per Drawing and technical Specifications

Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SI No-574

Providing weep holes in brick masonary/RCC abutment, wing wall with 100 mm dia AC pipe extending thourgh the full Width of the sructure with slop of 1V:20H towards drawning face as per Drawing and technical as per Morth Specifications 2706 & 2200.

P/L of Wearing coat/CC floor of Cement Concrete with 2cm gauge approved stone grits approved coarse sand and cement in proportion of 2:1:1 including supply of all material, labour T&P etc as per morth specification 1500,1700,&2100.

finishing wall with waterproof cement paint of approved make and qulatiy of new work with 3 coats to give an even shade including supply of all material, labour T&P etc. as per SI no. 660.

JAI SHAKTI CONSTRUCTION

SHAKUNTALA SINGH

M/S ANMOL ASSOCIATES