Construction work from West Chahalwa to Katalhiya river from Varanasi Shaktinagar road in Development Block Karma Gram Panchayat But Bantara/Sukrit.

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

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 granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & 1 Km leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Earthwork in excavationin ordinary soil for structures as Per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Plain Cement Concrete (PCC) M-10(1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802.

Stone masonary work in cement mortor(1:4) in foudation complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort).

Raised cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and Techanical specification clauses 613.3,1204

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications..P.C.C geade M 20 ,Nominal mix 1:2:4

S/O 900 mm 7.5 R/M

P/L , fixing, jointing 900 mm 7,5 R/M

Mild steel or iron in plain work such as in reinforsed concrete or reinforced brick work (when not including over all rate) wrought to required shape as necessary including bending for praper completion of the work and including supply of steel its wastage. Band hooks and authorized overlapping shall be measured .

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications..P.C.C geade M 20 ,Nominal mix 1:2:4

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .R.C.C. M 25 Grade

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Supply and Laying one layer of Tarfelt or any other Equivalent insulting material at the Joints of two slab & cover bed block as Expension Joint I/C Supply of all material labour T&P for Proper Completion of work as per direction of E/I

Providing weep holes in brick masonary / stone masonary, plain/ reinforced concrete abutment, wing wall, return wall with100 mm dia AC pipe extending through the full width of the stuctures with slope of 1(v):20(H) toward deawing face complete as per drawings and technical specifications clauses 614,709,1204.3.7 .

Running of 2 HP pump for dewatering

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bads @ 250 gms per sqm area, thickness of 2.5 mm is excludive of surface applied glass baeds as per IRC: 35 the finished survace to be level, uniform and free from streaks and holes. As per Morth Specification No. 803

Supply, fixing & erection of built up cantilever structure 6m span comprising of one vertical posts of 6.00 M height made up of 300mm NB heavy class MS pipe as vertical member welded with 10mm plate at top and 12mm MS plate at bottom. The horizontal truss shall comprise of 50mm dia. heavy class Ms pips and 40mm dia. heavy MS pips as bracing & 10mm MS Plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and 2 coats of synthetic enamel paint. the work includes. Construction of RCC foundation of size 90x90 cm 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 & 40mm guage stone ballast) RCC with and 1:2:4 (cement, coarse sand & 20mm grit) including supply and fixing of 20mm dia foundation bolts 600mm long as per provision of structure design including cost of reiforcement and shuttering. The lateral vertical clearances & complete installation work shall be as per relevant clauses of MORT&H specification section 800 & IRC 67 2010 compiete in all respect, the rate shall include cost of design, fabrication, supply, transportation local shifting erection of signage structure using crane, including of all taxes, royalty, excluding G.S.T. etc. all T&P machine material and labour needed for completion of work as per direction of engineer in charge.

Supply and fixing of retro reflective sign with a corrosion resistance 4mm thick aluminium composit pannel face to be fully covered with high instensity prismatic sheeting type IV as per IrC 67:2010 retroreflective sheeting with MS angle frame etc complete.

Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9sqm. Supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly designed foundation with M15grade cement concrete 45cm x 45cm x 60cm below ground level as per approved drawing complete (90cm x 90cm)

Supply and Installation of Delineator (road way indicators. Hazard markers, object marker) 1.2m long and 100 mm x 50mm, painted black colour and Red, white and Yellow strips of 60 cm continuous strip in two side reflcetorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2010 Complete in all respect. For Both side reflectorized panel.

ganga sagar singh