Widening and Strengthening of the road from Vardiya Pokhara to Ju. High School Vardiya in Gram Panchayat Vardiya Block Chopan.

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 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 sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads upto1 Km, 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -I

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.

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 @ 425 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

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.

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 vibration including curing for 14 days.

Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Random Rubble Masonry

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry

Plain/Reinforced cement concrete in superstructure complete as per drawing and Technical Specifications. R.C.C. M 25 Grade

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and Technical Specifications. R.C.C. M 25 Grade

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

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

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 .

Supply of 1000 mm dia NP3 Hume pipe

Laying, jointing anf fixing 1000 mm dia NP3 Hume pipe

Pointing with cement mortar (1:2 ) on brick work in substructure as per Technical Specifications

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)

S/F of pavement marker (Cat Eye) type X-ASTMD-4956-04 avery dennison/3m (USA Make) consisting of ASA plastic housing fitted with lightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect in Abadi and curve

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.

M/S PANDEY ENTERPRISES

Vijay Kumar Singh

Maa Vindhyavasini Construction