Reconstruction work of the bridge located at Kam 233.426 of Hardoi Sakha in Unnao district - E/w in cutting in foundation ofCulvert / Guide wall on channels above 10 Cumecsincluding lead upto 30 M. And lift upto 1.5 M and disposal and back filling as per Drawing & direction of engineer-in-charge. 2 Hiring & engaging Diesel Pumpof 5 H.P. with POL For Dewatering at site.Workdone as per direction of Engineer-in-charge. 3 Laying Plain CementConcrete (M -15) in foundation 1:2:4 with 20-40mm stone grit including cost of material, labour, T&p etc, complete.Workdone as peras per Drawing & direction of engineer-in-charge. 4 Centring and shuttering For R.C.C. Work including rent of shuttering & all cost of labour and material T&P etc. required for porper completion of the work/M2.For bridge slab above 3.00m span.Workdone as peras per Drawing & direction of engineer-in-charge. 5 Bending,Binding,Cutting and Placing in position reinforcement including all cost of labour and material T&P etc. required for porper completion of the work/MT.Workdone as peras per Drawing & direction of engineer-in-charge. 6 Laying Plain CementConcrete (M -20) in foundation 1:1.5:3 with 20mm stone grie including cost of material, labour, T&p etc, complete.Workdone as peras per Drawing & direction of engineer-in-charge. 7 Laying Reinforced CementConcrete( M25 ) in Raft , Abetment , PiresGuide/ w. Walletc. in 1:1.60:3.20 withSuperplasticizer (Admixture) 0.2% , WC 0.4 , 8.06 bag CementwithCoarse Sand & 10 mm - 20mmKabrai stone Aggregate by using batching plant transit mixer & Concrete pump including cost of all material, labour, T&p etc, complete.Workdone as peras per Drawing & direction of engineer-in-charge. 8 Laying Reinforced CementConcrete( M30 ) in Slab , Wearing Coat,Parapet,kerb etc. in 1:1.60:3.20 withSuperplasticizer (Admixture) 0.3% , WC 0.4 , 8.13 bag CementwithCoarse Sand & 10 mm - 20mmKabrai stone Aggregate by using batching plant transit mixer & Concrete pump including cost of all material, labour, T&p etc, complete.Workdone as peras per Drawing & direction of engineer-in-charge. 9 Finishing walls with Premium Acrylic Smooth exterior paint ( apex Ultima,wethercoat, all Gard) including cost of all material and labour T&P etc required for proper completion of work 10 Earth work in filling for making embankment with approved material obtained from borrow pits with a lift upto 1.5m. Transporting to site. Spreading, grading to required slope and compacting to meet requirement of Tables 300.1 & 300.2 With Lead Upto 1000M As perMoRD TS 301.5. 11 Earth work in Making of Cutting Or removing bundi/c all lead & lifts inluding cost of labour,T&p, machinery P.O.L etc. complete. for proper completion of work.Workdone as peras perdirection of engineer-in-charge. 12 Providing & laying 110 mm PVC pipe For drainage spouts complete in all respect including cost of allmaterial, labour and T&P etc. as per drawing. Workdone as peras per Drawing & direction of engineer-in-charge. 13 P / Fixing of a compressionSingle Strip Box seal expansion jointas per approved drawing and confirming to IRC SP-69-2011 & Relevent IS Coads including cost of all material, labour and T&P etc. complete.Workdone as peras per Drawing & direction of engineer-in-charge. 14 Supply & Laying one layer of tarfelt / Membrane below For deck slab , Abutment & Approch Slab with all material & labour T&P etc. complete. 15 Supplying and fixing ofWheel Gard(L-1100x300Dia,12mm 8 no. main bar,8mm Ring with RCC-M25) including,Earth work and fixing in position with CC M15 (600x600x400mm) in 1:2:4 with stont grit .(all work Done as pardirection of Engineer-in- charge) including cost of all material, Labour T&P etc . 16 Providing & Fixing 75 mm dia PVC weep holes complete in all respect including cost of allmaterial, labour and T&P etc. Workdone as peras per Drawing & direction of engineer-in-charge. 17 Providing & fixing of signs/display board as per direction of work incharge including material, labour,t&p etc complete.Workdone as peras perdirection of engineer-in-charge. 18 Providing and laying Filter material with brick ballast underneath pitching in bed complete as per drawing and MoRTH Technical specification 2504including material, labour,t&p, machinery etc complete. Workdone as peras perdirection of engineer-in-charge. 19 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 MoRTH Technical specification 2504.Workdone as peras per direction of engineer-in-charge. 20 Providing and laying boulders apron on Canal bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing andMoRTH Technical specification 2503.Workdone as peras per direction of engineer-in-charge. 21 Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as perMoRD Technical Specification Clause 401. 22 Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stonescreening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density complete as per MoRTH Technical Specification Clause 404.Including All Cost of Labour,Material and T&P etc. required for Proper Complition of Work. 23 Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stonescreening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density.complete as per MoRTH Technical Specification Clause 404.Including All Cost of Labour,Material and T&P etc. required for Proper Complition of Work. 24 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.complete as per MoRTH Technical Specification Clause 502. 25 Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.complete as per MoRTH Technical Specification Clause 503. 26 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Complete as per MoRTH Technical Specification Clause 510.Including All Cost of Labour,Material and T&P etc. required for Proper Complition of Work. 27 Providing and laying seal coat C Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .Complete as per MoRTH Technical Specification Clause 511.Including All Cost of Labour,Material and T&P etc. required for Proper Complition of Work.
