C/O approach road to ITI Dadima Km 0/000 to 0/950 SH C/O PCC R/Wall crash Barrier at RD 0/930 to 0/950

Amount

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification clause 305 and 1603.4 and as per direction of the Engineer- In – Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which may arrise out during dewatering as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental.

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing and as per the as per the direction of Engineer in charger including carriage of material with in all leads and lifts and other incidentals. The rate includes the octroi, royalty, malkana, toll tax, sale tax or other texes imposed by Government.

Provioding and Laying 100mm ( Huundred millimetre ) dia P.V.C. pipe weep holes masonry / stone masnory , Plain reinforced concrete , Abutment , Wing walls , Retaining wall /breast wall extended thought the full width of the structure with slop I ( V) ;20(H) ( One vertical in to twenty Horizontal ) towards drainingface complete as per drawing and MORD techincal specification clause 619, 709 & 1206.6 and as per the as per the direction of Engineer in charger including carriage of material with in all leads and lifts and other incidentals. The rate includes the octroi, royalty, malkana, toll tax, sale tax or other texes imposed by Government.

Providing and erecting "W: metal beam crash barrier comprising of 3mm (three mm )thick corrugated sheet matel beam rail 70cm (seventy centimeter ) above level fixed on ISMC series channel virtcal post 150x75x5mm (one hundred fifty into sevety five into five milimeters ) spaced 2 (two ) meter center 1.80 M (one point eight zero meter ) high 1.10 ( one point ten )meter below ground (road level )all steel part and figment to be galvanized by hot dip process all fitting top conform ti IS:1367 and 1364mm long metel beam rail to be fixed on the vertical post with a spacer of channal section 150x75x5mm ( one hunderd fifty in to seventy five in to five millimetre ) long complete as per clause 810 and as per the as per the direction of Engineer in charger including carriage of material with in all leads and lifts and other incidentals. The rate includes the octroi, royalty, malkana, toll tax, sale tax or other texes imposed by Government.

Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete in road structure as per drawing and M.O.R.D. technical specifications clause 1604.7 and section 300 and as per direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental .

M/S ABHINAV GOVT CONTRACTOR

Chain Singh

Sudershan Kumar

Tilak Raj

suman kumar thakur