Widening and Strengthening of Sohanpur bankata Ahirouli baghel Road -ODR- ch 000 to 8-165 in Dist 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.

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

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 to 0.30 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

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

R.C.C ( M-20 Grade)

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.

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

Concrete with 4 cms gauge brick ballast fine sand of 1.25 fineness modules and cement in the ratio 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc required for proper completion of the work as per SI NO-275

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

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

Concrete with 4 cms gauge brick ballast fine sand of 1.25 fineness modules and cement in the ratio 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc required for proper completion of the work as per SI NO-275

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

Costruction of minor Bridge 1x1.50 m span Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and E/W in 20 cm layers, including ramming & dressing the surface to required levels and slops and also including 1.5 m lift and 30m lead. the earth from cutting to be used in making embankment or to be deposited as poil bank within 30m distance (including royalty Rs. 14.00 per cum) as direction of E/I as SI No 253

Concrete with 4 cms gauge brick ballast fine sand of 1.25 fineness modules and cement in the ratio 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc required for proper completion of the work as per SI NO-275

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 307

M 15 class R.C.C. work with cement approved coarse sand 2.0cm gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows etc and bed plates excluding the supply of reinforcement and its bending but including its vending the sand with 24 BWG GI bending wire and including wire as also including providing and fixing necessary centering and suttering and its removal after completion fo the work & supply of all other materials labour and T&P etc required for the proper completion of the work SI No-283

Mild steel or iron road in plain work such as reinforcement wrought to required shape as necessary

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

JAI SHAKTI CONSTRUCTION

M/S CITY CONSTRUCTION

M/S JITENDRA SINGH