Widening of Perimeter Road at various locations and construction of New Link Roads from Runway upto the perimeter road for easy maneuvering of Fire Vehicles at Raja Bhoj Airport, Bhopal

Conducting required soil testing at site and submitting detailed pavement design with section for construction of pavement based on Full running load of Fire Tenders available at Bhopal Airport including vetting of pavement design from approved govt engineering college etc. all complete as per direction and satisfaction of Engineer - In - Charge

Excavation for roadwork with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1km.. All kinds of Soil

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Excavating, supplying and filling of local earth (Excavating within AAI Premises without royalty) by mechanical transport upto a lead of 5.00 Km also including compacting/rolling, making good the undulations and watering of the earth in layers not exceeding 20 cm in trenches, plinth sides of foundation etc. complete as per direction of EIC.

Construction of embankment or filling of depression with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of MORTH specification table 300-2 upto satisfaction of Engineer-in-charge upto a lead of 2.00 Km.

Supplying and filling moorum / Good earth obtained from approved quarry for subgrade, embankment, depressions as instructed and in layers not exceeding 20 cm (loose) in depth (or any thickness as approved by the Engineer-in-Charge in case vibratory roller / soil compactor is used) including breaking clods, watering, consolidating each layer with power road roller 8 -10 tonnes weight or vibratory roller / soil compactor of adequate capacity under optimum moisture content condition to give at least 95% of the maximum laboratory dry density (modified Proctor density) as per IS : 2720 (part VIII) complete including leveling, fine dressing to the required grade, camber and slope complete as per MORTH specifications and as directed by the Engineer-in-Charge with all leads and lifts. (The item includes cost of work, payment of necessary royalty, carriage of moorum / suitable earth upto work site for all leads and lifts involved from all sources acquired or arranged by the contractor. Payment shall be made for compacted quantity only.)

Surface dressing of the ground including removing vegetation and in- equalities not exceeding 30 cm deep and disposal of rubbish, within Airport premises as directed bu EIC - All Kinds of Soil

Supplying and stacking at site including all lead and lift - 90mm to 45mm stone aggregate (for soling under paver block or) as directed by E-I-C

Supplying and stacking at site including all lead and lift - stone screening 13.2mm nominal size (for soling / under paver block or) as directed by E-I-C.

Construction of granular sub-base (GSB) 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. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

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.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per CPWD / AAI specifications and directions of Engineer-in-Charge. - 40 to 100 mm average compacted thickness with bitumen of grade VG-30 prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. (For tendering purpose VG Bitumen of Grade VG-30 Content shall be taken as @ 5% percentage by weight of total mix and cement filler @ 2% percentage by weight of Aggregate may be assumed. Any surplus Bitumen if used in Job Mix Formula of this item shall be reimbursed on actual basis)

Providing and laying transparant (1st quality) polythene sheet (separation membrane) 250 microns thick on the base course with overlaps of not less than 100mm both way over the layer of 6mm thick sand complete and as per directions of Engineer-in-charge. Only plan area shall be measured for payment. Cost include laying of 6mm thick layer of sand, overlaps of polythene sheets etc complete.

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per designmix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer all complete

Providing and laying in position bitumen hot sealing compound for expansion/construction joint etc. Using grade 'A' sealing compound.

Providing and laying in position for expansion joint, 25mm thick pre cut Synthetic joint filler board of approved make (HD 100 or equivelant of density 100 kg / cum +/- 10%) conforming to IS:1838 (part 3)-2011, 45 mm from top (to be removed at the time of filling of Silicon sealent), complete as per particular specifications and directions of Engineer-in-charge. (Note: Nothing extra shall be paid for the filler board from top upto the bottom of polyethylene backing rod., Mode of measurement shall be length of joint multiplied by depth of filler board including precut portion.)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. - In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (a) 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete -450 mm dia RCC pipes.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot 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 RCC pipes.

Dry stone pitching average 22.5 cm thick including supply of stones and preparing surface complete.

M/s. Shapers Constructions Limited

BELIEF BUILDCON PVT LTD

K.G. Gupta Infrastructure Pvt. Ltd.

POOJITHA CONSTRUCTIONS