Construction of New Approach road C.D. Works and Asphalting at various places in Sindoni Panchayat (Forest Land). (3rd call)

Amount

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(E) From Borrow area within 3.0 Km. lead (upto 10 ton)

Earthwork in Cutting including preparing the slope and camber and stacking or utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting with all lead and lift (iii) hard roack.

Rolling of earthwork in layers with power roller including filling in depressions which occur during the process. (upto 10 ton) Watering of earth work as directed.

Providing, laying, spreading and compacting specified graded stone aggregates Using machine crushed metal 40mm to 63mm size at a rate of 0.50Cu.mt/10 Sq.mt, 22.4mm to 40mm Machine crushed black trap metal at a rate of 0.25Cu.mt.\10Sq.mt, 5.60mm to 22.4mm Machine Crushed metal at a rate of 0.75Cu.mt./10Sq.mt. and natural sand heaving 5.60mm to 75mm micron to be used a rate of 1.80Cu.mt./10Sq.mt. in sub base course 0.25Cm thick including premixing the material at OMC in mechanical mixture including carriage of mix material by tipper to at site of work, spreading in uniform in two layer with motor grader for sub-base & compacting with vibratory roller to achieve the desired density (as per design and mix determined density) including all require materials, labour machinery, lighting, guarding, barricading etc complete as per most specification and as directed by Engineer in charge.

Providing, laying, spreading wet macadam ( 300mm ) thick in base course lean and compacted graded stone aggregates by using 40mm machine crushed black trap metal at a rate of 0.40Cu.mt./10Sq.mt, 20mm nominal size machine crushed metal to be used at a rate of 1.35Cu.mt/10Sq.mt, 10mm nominal size machine crushed metal to be used at a rate of 1.20Cu.mt/10Sq.mt, coarse sand to be used at a rate of 0.60Cu.mt./10Sq.mt and stone dust to be used at a rate of 0.40Cu.mt/10Sq.mt to wet mix design specification including pre-mixing the material with water to OMC mechanical mixture (wet mix macadam plant) including carriage of mix material tipper to the site of work etc. complete as per Most specification and directed by engineer in charge.

Providing and laying 50mm thick compacted I.e 70mm Lean Bitumenous Macadam with tack coat at 5.00kg/10sq.mt using stone chips as per gradation, VG-30 (60/70) asphalt at the rate of 3.50% by weight of aggregates by hot mix hot laid process including providing and operating required plant machinery, cost of fuel and lubricant, labour charges, consolidation charges, cleaning the surface etc. in requires grade and camber etc. complete

Providing and laying 40mm thick compacted I.e 55mm looose Bitumenious Macadam with tack coat at 5.00kg/10sq.mt using stone chips as per gradation and VG-30 (60/70) asphalt at the rate of 4.0% by weight of aggregates by hot mix hot laid process including consolidation, providing and operating required plant machinery, cost of fuel lubricant, labour charges, cleaning the surface etc. in requires grade and camber tec. Complete

Providing and Laying 20mm thick compacted Mixed Seal Surfacing Macadam using stone aggregate as per gradation by hot mix hot laid process using the binder VG-30 (60/70) penetration bitument at the rate of 5.00% by weight of aggregate including consolidation, providing and operating plant and machinery cost of fuel, oil, lubricants labour charges and cleaning the surface etc.in required grade and camber including laying the tack coat at the rate of 2.5 Kg/10 Sq.mt. etc. complete.

Providing and laying Asphalt painting on paver finish surface with bituminous of viscosity grade VG-30(60/70) penetration at the rate of 7.50kg/10Sq.M and spreading of stone dust on painted surface at the rate of 0.08cu.m/10sq.mt including cleaning etc. complete.

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(A) From Borrow pits within land width

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(iii) 600mm dia. (upto 10 ton)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(v) 900mm dia. (upto 10 ton)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(vii) 1200mm dia. (upto 10 ton)

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- crushed stone aggregates 20 mm nominal size) and curing complete including cost of formwork in (A) Wall Caps / Coping (up to 10 ton)

Providing and laying controlled cement concrete M.200 and curing complete including the cost of formwork and excluding cost of reinforcement for reinforced concrete work in (C) Slabs, landing, shelves and Cantilever upto floor two level, etc complete as directed by engineer-incharge.

Providing TMT Fe-415 bar reinfrocement for RCC work including bending and placing in position complete upto floor two level Asphalt 67.462 M.T., V.G.-30 @ 37.071/- M.T.

M/s Raj Construction Co.

radhe associate