CIVIL WORK

Amount

Excavation work by mechanical means not exceeding 30 cm (thirty centimeter) in depth but exceeding 1.5 m (one point five meter) in width as well as 10 sqm (Ten square meter) on plan including getting out and disposal of excavated earth upto 50m (fifty meter) and lift upto 1.5 m (one point five meter), as directed by Engineer-in-Charge.(Ordinary Rock) as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Centering and shuttering including strutting, proppingetc. and removal of form work for as per the direction of the Engineer-in-charge as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing concrete for plain/ reinforced concrete in P.C.C. grade M-10(M- ten )nominal mix 1:3:6 ( one cement : three sand : six graded crushed stone aggregate) 40mm(forty millimeters) nominal size in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 as per the direction of the Engineer-in-charge including entire carrriage of material within all leads and lfts and other incidentals as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed cement concrete 1:5:10 (one cment:five sand :ten graded crushed stone aggregate 40mm (forty millimetre nominal size ) and curing complete excluding cost of form work with M.S. plates for plain concrete on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water compelete for all heights and depths. In retaining walls /breast walls complete as per drawings and technical specifications Clause 802, 803, 1200 and as per directon of Engineer-in-Charge as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 (one ratio two) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108. 900mm(nine hundred millimeters) dia. as per direction of Engineer-in-Charge as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8, and as per direction of Engineer-in-Charge. i) Granular material. including entire carriage of material within all leads and lifts and as per direction of Engineer-in-Charge.as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

providing weepholes in brick masonry/stone masonry/plain reinforced concrete abutment,wing wall, return wall with 100 mm (hundered milimeter) dia PVC pipe extending through the full width of structure with slope of 1(v) : 20 (H) towards drawing face complete as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne (Eight to twelve tonne) capacity after excavating earth to an average of 22.5 cm (twenty two point five centimeter) depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing and applying tack coat with bitumen of grade VG-10 On W.B.M. @ 0.75 Kg / sqm (zero point seventy five kg/sqm) as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

2.5 cm (two point five centimeter) premix carpet surfacing with 3 cum (three cubic meter) of stone chippings 10 mm (Ten milimeter) nominal size per 100 sqm (hundered square meter) and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete . as per the direction of the Engineer-in-charge as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

P/L seal coat using 128 kg (one hundered twenty eight kilogramme) of bitumen of grade VG-10 bitumin per cum of fine aggregate and 0.60 cum (zero point sixty cubic meter) of fine aggregate per 100 sqm (hundered square meter) of road surface , including rolling and finishing with road roller all complete as per direction of Engineer-in-Charge including entire carriage of material in all leads and lifts.The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Praveen Thakur