Rashtriya Chemicals And Fertilizers Limited Tender

Supplying & spreading of one or more layers of compacted crushed coarse agg. with alternate application of bituminous binder & key aggregate with the requirements of MORTH, Rolling with 10/12MT roller using VG-30 grade bitumen (1%Antistripping agent) to serve as base course and in conformity with the line, level and crosssections shown on the drawings or as directed by the Egg.,thickness of individual course shall not exceed 50mm.

P/L hot mixed graded Bituminous macadam with 3.30% (with tolerance of +/-0.3) of VG-30 Bitumen by weight of mix to the required grade, level and camber, rolling with 10/12 tones power roller, vibratory roller & sensor paver etc. complete as specified and as directed, using grading II of 'MoRTH" and adding antistripping agent 1% of by weight of bitumen)do--do--to thickness of 50mm.(using new material).

P/L premix hotmix Bituminous concrete with 6.00% of VG-30 bitumen content by weight of mix surface coat to compacted thickness of 40mm using new material to the required grade, level and camber rolling with vibratory roller, power roller, pnumatic roller & using sensor paver etc. complete as specified and as directed with addition of lime filler 2% by weight of mix and anti stripping agent@ 1.00% of bitumen etc.

P/L hot mixed graded Bituminous Macadam with 3.30% ( with tolderance of +/-0.3) of VG-30. Bitumen by weight of mix using new material and adding antistripping agent at the rate of 1% of bitumen by weight, to the required thickness to bring the road to proper grade, lavel & camber,rolling with 10/12 tonnes power roller,vibratory roller & using sensor paver, etc. complete as specified & as directed. (This item will be used as levelling coarse & will be paid on volumetric basis by computing its unit Cu.M. dimensions by actual measurements.)

P/L hot mixed premix seal coat 10mm. thick with 5.65% (with tolerance of + 0.3) of VG-30. Bitumen by weight of mix bitumen content including rolling etc. complete.

Providing and applying TACK COAT with VG-30 bitumen @ 0.20 to 0.25 Kg. of Sq.mt. over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed For NORMAL BITUMINOUS SURFACES.

P/L premix hot mix Bituminous concrete with 6.00% of VG-30 bitumen content by weight of mix surface coat to compacted to required thickness using new material to the required grade, level and camber rolling with power, vibratory roller pnumatic roller & sensor paver, etc. complete as specified and as directed with addition of lime filler 2% and antistripping agent @ 1% by weight of bitumen etc.

Levelling, watering and rolling to 95% Standard Proctor Density with a power roller weighing not less than 10 tonnes and preparing the ground to the required grade and camber as specified as directed by the Engineer. (To be executed only when rolling is not part of individual item)

Providing and applying PRIME COAT with CATIONIC BITUMEN EMULSION (SS) @ 9 to 12 Kg. of 10Sqmt. over prepared surface to receive bituminous mix by applying PRIMER with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed For Medium Porosity surface & the primed surface shall be allowed to cure for at least 24 hours or any other higher period, as is found to be necessary to allow all the moisture or volatiles to evaporate before any subsequent bituminous surface treatment or mix is laid.

Providing and applying TACK COAT with CATIONIC BITUMEN EMULSION (RS) @ 0.25 to 0.30 Kg. of Sq.mt. over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed For DRY & HUNGRY BITUMINOUS SURFACES

Supplying & laying of BITUMINOUS COLD MIXES work by using new material Rolling with power roller,vibratory roller & using Motor grader/sensor paver. (CUTBACK BITUMEN Grade-MC)

Providing and applying hot applied thermoplastic road marking material with glass beads extremely high skid resistance 2.5 mm thick without primer coat (Tack coat) on Asphalt road surface. All labour, materials, with special aggregates as specified in B.S. part - l &ll 1989 and carrying out the markingon any road in center line and other marking continuous or intermittent 10cm. or 15cm width also pedestrians crossing strips as well as spraying further quantity of glass beads of type ll uniformly into a mono layer on to the hot paint line in quick succession of the paint spraying operation @ 250gms per sqm. area as directed and as per BS / MOST specifications in white / yellow colour.

Providing & Fixing-ABS Dual directional UV protective reflective panels road stud cat eye made of plastic body with polymer shank, of size 90x110x17mm fixed to the sureface with epoxy/ bitumen adhesive as per manufactures instruction all as specified. Make 3M or TATA as per MORTH Specification. including all material and labours etc.

Providng & Fixing solar stud of specification as under:- width 122.5mm, length 132.5mm, height with stump 55mm, stump dia 26mm,electrically operated with solar cell LED battery NICD 1400 AE, frame aluminium,reflective polycarbonate complete all as specified and as directed. Make:- TATA BP SOLAR/DARK EYE/CMS 30EACH & AUTOMAT 3M including all material and labours etc.

Excavation for foundation, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in soft/ disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, asphalt mix carpet of any type, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for depths/ lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.

Transportation-Lead upto 3 km including levelling.

Supply of Hydraulic Excavator (3D) with driver and fuel (JCB) on hire chargers, inclusive of diesel, lube oil, Cleaner, Driver etc. for shift of 8 Hrs.

Supply of dumper on hire charges inclusive of diesel, lube oil, Cleaner, Driver etc. without labourers. for shift of 8 Hrs.

Scarifying the existing bituminous road surface to a depth of 15cm removing, including transportaion any where & bringing the existing road to proper grade, level & camber &/ as per superelevation, rolling with 10/12 Tonnes power roller & binding the scarified layer with stone dust/grit/sand, watering, brushing, rolling, etc. complete as specified as directed by the Engineer.

Removing the humps (including wavy portion of the bituminous surface) by chiselling, picking, or by any means, & transporting excavated material any where & dressing the same to proper level, grade & camber & / superelevation complete as specified as directed by the Engineer.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in superstructure and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and applying 20mm thick external sand faced cement plaster with neat cement rendering upto any height and at all locations in cement mortar proportion specified below in two coats for masonry (except stone masonry) and concrete surfaces including providing waterproofing compound to the first coat of plaster as per manufacturers specification, racking out joints, hacking of concrete surface, finishing, curing, scaffolding etc complete as directed By Engineer In Charge. Min. time lag between two coats shall be 24 hours.(as per IS2402 of 1963.) In cement mortar 1:3.

Providing and applying 12 mm thick internal plaster in cement mortar 1:3 with neeru finish at all heights and locations in one coat for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, watering, finishing, curing, scaffolding etc. complete.

Providing and laying in position plain cement concrete of specified grade with trap/granite/ quartzite /gneiss metal mixing in concrete mixer including bailing out water, compacting, finishing surface, curing and including the cost of centering and shuttering at all level : Nominal Mix of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including coping

Providing and laying in position plain cement concrete of specified grade with trap/granite/ quartzite /gneiss metal mixing in concrete mixer including bailing out water, compacting, finishing surface, curing and including the cost of centering and shuttering at all level : Nominal Mix of 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) including coping

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 600 mm dia. R.C.C. pipe

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1000 mm dia. R.C.C. pipe

Providing and laying in position ready mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(IMP Note :- ₹ 1010 /cum will be reduced for not providing RMC Cement content considered in this item is @ 300 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). FOR RCC RAFT

Providing and laying in position ready mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(IMP Note :- ₹ 1010 /cum will be reduced for not providing RMC Cement content considered in this item is @ 300 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). FOR RCC WALL of any thicnkness

Providing and laying in position ready mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(IMP Note :- ₹ 1010 /cum will be reduced for not providing RMC Cement content considered in this item is @ 300 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). FOR RCC slab of any thicnkness

Providing and fixing in position steel bars reinforcement of various diameters for R.C.C. pile, pile caps, footings,raft,retaining wall,shear wall, lift wall,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs, drawings and bar bending schedules,including straightening, cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions