New Construction work of 3x18 Narrow Bridge Situated on Malhour Lolai Road in Lucknow District - Civil Work

Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well.

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete,M 30 grade in Well Foundation in Well Curb complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification.

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification PCC Grade M20 using batching plant & manual placing

Sinking of 5.50 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 0.0 to 3.00 m

Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Intermediate Plugging of well complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification.

Sand Filling in Wells complete as per Drawing and Technical Specifications. As Per Sor SOR Ch-25

Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E.I.C.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications

Reinforced Cement Concrete M 30 Grade ,in Substructure of bridge complete as per Drawing and Technical Specification.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Furnishing and Placing Reinforced cement concrete Grade M35 in super-structure as per drawing and Technical Specification

Lifting the superstruture span by jacking up by placing the jacks on the pier caps

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Reinforced cement concrete approach slab M 30 including reinforcement and formwork complete as per drawing and Technical specification

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Drainage Spouts comlete as per drawing and Technical specification

Providing and constructing one span service road to reach island location from one pier location to another pier location

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 As Per SOR Ch-25 Item No-15

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Counstruction of Hume Pipe 1000 mm Dia

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Mechanical means Reinforced Cement Concrete / R.B. As Per SOR Ch-25 Item No-08.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. As Per SOR Ch-25 Item No 52

Earthwork in cutting or in embankment in ordinary soil , excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m (100 ft.) distance as directed by the Engineer - in - charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technical specification clause 303.1(Local earth)

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.

Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of KC drain side of road.

Construction of Chute Drain

Providing and laying bouler apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no tragment weighing not less than 25 kg. laid dry complete as per drawing and technical specification clause1301.00

Providing and laying filer material underneath pitchin in slopes compete as per drawing and techcical specification clause 13302

Providing and laying pltching on slopes laid over prepared filter media as per drawing and technical specification clause 1302.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using (VG-10) bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical specification clauses 508.

Providing, laying seal coat by means with VG-10 Bitumen sealing the void in a bituminous surface laid to the specified levels grade cross fall usingType C as per Technical specification clauses 510.