Widening and Strengthenig of Bhelsar Tikait Nagar Ramnagar Fatehpur road SH 127 from Km. 52.600 to 74.230.

Amount

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 MORT&H No. 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 of table 300-2. as per MORT&H No. 305

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. as per MORT&H No. 305

Construction of granular sub-base Grade -I by providing Close 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 roller to achieve the desired density, complete as per MoRT&H 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H clause 406.

Providing, laying, spreading of graded stone aggregate (WMM) after mixing 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 in uniform single layer on sub base/subgrage and compacting withthe road roller at achieve the desire density as directed by Engineer-in-charge

Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface as per Technical Specification Clause 503 of MoRT&H

Providing and laying Dense Graded Bituminous Macadam (DBM) with HMP using crushed aggregates of specified grading, premixed with bitumen VG-30 @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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.

Providing and laying Bituminous Concrete (BC) with HMP using crushed aggregates of specified grading, premixed with bitumen VG-30 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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

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 and backfilling with approved material as directed by Engineer-in-charge

Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors as directed by Engineer-in-charge.

Class- 150 brick work in 1:3 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work as directed by Engineer-in-charge

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH 2706&2200)

Providing and laying Reinforced cement concrete in M-25 grade concrete including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of MoRTH section 1500, 1600, 1700 and clause 2704

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per MORTH clause 1600.

Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as directed by Engineer-in-charge

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per MORTH clause 710.1.4. of IRC 78 2200 as directed by Engineer-in-charge

Dismentaling of Existing culvert and removal of unused materials from site as directed by Engineer-in-charge

Supply of 2.50 meter long NP-3 R.C.C. 600mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc.as directed by Engineer-in-charge

Supply of 2.50 meter long NP-3 R.C.C. 900mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc. as directed by Engineer-in-charge

12 mm thick plaster of 1:4 cement & coarse sand mortar complete item on no plate pillers on ends of Head walls/parapet including cost of all material, labour, T&P etc. as directed by Engineer-in-charge

Construction of embankment with approved material obtained from borrow pits with all lifts , spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORTH and as directed by Engineer-in-charge (Carted Earth Lead 2.00 km.)

Brick soling with sraight over burnt bricks laid flat and dry including supply of bricks preparation of sub grade to prescribed camber filling joints with local earth spreading blinding coat 1 cm depth of local earth over the entire surface including labour and T & P required for proper completion of the work as directed by Engineer-in-charge

Provdiing and laying Reinforced cement concrete Grade M-25 in Superstructure including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..

Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications and as directed by Engineer-in-charge

Construction of RCC railing of M30 Grade Cast-in-situ with 12 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space as per MoRTH clause 2703, 1500, 1600 & 1700

Supply, fixing & erection of built up Overhead Cantilever Structure of 12 mm - 15 M span comprising of one vertical posts of 6.00M height made up of 300 mm N.B. heavy class M.S. pipe as vertical member welded with 10 mm M.S. plate at top & 12 mm M. S. Plate at bottom. The horizontal Truss shall comprise of 50 mm. dia heavy class M.S. pipe and 40 mm dia heavy M.S. pipe as bracing & 10 mm M.S. Plate at bottom for fixing to vertical post as per structure design & drawing with one coat of steel primer and two coats of synthetic enamel paint. The work includes construction of R.C.C. foundation of size 0.90 x 0.90 mtr. of required depth as per site condition for built up structure including Earth work in excavation, 100 mm thick lean concrete in 1 : 4 : 8 ( cement, coarse sand & 40 mm gauge S.B.), R.C.C. with 1 : 2 : 4 (cement, coarse sand & 20 mm gauge Stone Grit) including supply & Fixing of 25 mm dia foundation bolts 600 mm long as per provisions of structure design including cost of re-inforcement & shuttering. The lateral, vertical clearances and complete installation work shall be as per relevant clauses of MORT&H specifications and as directed by Engineer-in-charge

Supply , Fixing & erection of builtup cantilever structure of 6 M span comprising of three vertical posts of 6M Height made up of 300MM N.B. heavey class M.S. pipe as vertical member welded with 10 mm M.S. plate at top &12mm M.S. plate at bottom. The horizontal Truss shall comprise of 50 mm dia. heavey class M.S. pipe and 40 mm dia heavevy M.S. pipe as bracing &10 mm M.S. plate at bottom for fixing to vertical post as per struture design & drawing with one coat of steel primmer and two coats of synthetic enamel paint.The work includes construction of R.C.C.foundation of size .9x.9 m of required depth as per site condition for built up structure including Earth work in excavation, 100 mm thick lean conc. in 1 :4:8 (cement,coarse sand and 40 mmgauge s/ballast) R.C.C.with 1:2:4 (cement,coarse sand and 20 mmgauge s/ballast) includind supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design in cludind cost of reinforcement & shuttering. The leteral, vertical clearances and complete installation work shall be as per relevant clauses of MORT&H SPECIFICATIONS sECTION 800 AND irc-67 2010 complete in all respect.The rates shall be included cost of design , fabrication,supply,transportation,local shifting, erection of shinage structure using crane, inclusive royalty vat etc. all T&P,machine, material and labour required for proper completion of work as per direction of Engineer in charge

Providing & fixing of retro reflective signs with a corrosion resistant 4 mm thick aluminium composite pannel face to be fully covered with high intensity prismatic sheeting type IV as per IRC - 67 : 2010 retro reflective sheeting with MS angle frame of 35 x 35 x 5 mm on ms pole 100m diameter with wall thickness of 7.10 mm weighting 20 kg/rm. as per drewing even as per collering scheme as shown in the drawing and as directed by Engineer-in-charge

P/L of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beeds @ 250 gram per sqm. Area thickness of 2.5 mm. is exclusive of surface applied glass beeds as per IRC 35. The finished surface to be level, uniform and free from streaks and holes and as directed by Engineer-in-charge

Marking of Thermoplastic bars (as per approved drawing) of width 300 mm to be set apart by 1000 mm across full width of carriageway by providing and laying of hot applied thermoplastic compound 15.0 mm thick including reflectorising glass beads @ 1500 gms per sqm area, thickness of 15.0 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. (Repated Bar Making)

RAVINDRA PRATAP SAHI

M/s Chopra Traders