Four Lane Connectivity Work From Kaushambi Paryatak Sthal to Allahabad Mukhyalay via Airport.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stakcing of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. As per Sepsific Sepecification and Direction of E/I

Removal (including stacking and proper handling over to concerned Authority) of stumps and roots of trees having girth above 300mm and backfilling the pit created to required compaction complete as per technical specifications clause 201 and 305, As per Sepsific Sepecification and Direction of E/I

Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per Sepsific Sepecification and Direction of E/I

Construction of embankment with approved material obtained from material deposited from road way cutting with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per Sepsific Sepecification and Direction of E/I

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per Sepsific Sepecification and Direction of E/I

Excavation for roadwork in soil with hydraulic excavator 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 1000m As per Sepsific Sepecification and Direction of E/I

Excavation for roadwork in soil with hydraulic excavator of 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 in near vicinity As per Sepsific Sepecification and Direction of E/I

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. As per Sepsific Sepecification and Direction of E/I

Recycling of Bituminous Pavement (DBM VG-40) with Central Recycling Plant- Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519. As per Sepsific Sepecification and Direction of E/I

Construction of Granular Sub Base by providing close graded Materia,mixing in a mechanical mix plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per clause 401 (In two layers) As per Sepsific Sepecification and Direction of E/I

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (Bharatkoop/Kabrai) 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. As per Sepsific Sepecification and Direction of E/I

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means Clause 502 As per Sepsific Sepecification and Direction of E/I

Providing, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent) to (Stabilization with emulsion3.5% and cement 1% )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. As per Sepsific Sepecification and Direction of E/I

Providing and applying tack coat with (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared Granunuler surface cleaned. As per Sepsific Sepecification and Direction of E/I

Providing and laying Dense graded Bituminous Macadam with 100-120 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder VG-40@ 4.5 percent by weight of total mix and filler, transporting the hotmix 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 tendem rollers to achieve the desired compaction as per MORT&H Specifications clause 507 complete in all respects As per Sepsific Sepecification and Direction of E/I

Providing and applying tack coat with (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned. As per Sepsific Sepecification and Direction of E/I

Providing and laying Bituminous Concrete with 100-120 TPH computerized hot mix plant crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 percent of mix and filler, transorting the hot mix to work site, laying with a hydristatic 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&H Specifications clause 505complete in all respects. As per Sepsific Sepecification and Direction of E/I

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 table 600-1, 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, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. As per Sepsific Sepecification and Direction of E/I

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing As per Sepsific Sepecification and Direction of E/I

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 including painting As per Sepsific Sepecification and Direction of E/I

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. As per Sepsific Sepecification and Direction of E/I

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 metres As per Sepsific Sepecification and Direction of E/I

Earth work in excavation of Foundation of Structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other delerious matter, dressing of sides and bottom, backfilling the excavation earth of the extend required and complete the work as per Direction of E/I As per Sepsific Sepecification and Direction of E/I

Plain cement concrete PCC-M15 Design mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per Sepsific Sepecification and Direction of E/I

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and As per Sepsific Sepecification and Direction of E/I

M20 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and As per Sepsific Sepecification and Direction of E/I

M-25 Reinforced Cement Concrete in box culvert complete as per Drawing and As per Sepsific Sepecification and Direction of E/I

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing As per Sepsific Sepecification and Direction of E/I

Pointing with cement mortar (1:3 ) on brick work in substructure As per Sepsific Sepecification and Direction of E/I

Providing and laying Filter material underneath pitching in slopes complete as per drawing and As per Sepsific Sepecification and Direction of E/I

P/L of Weep holes inclg all labour material T&P etc complete As per Sepsific Sepecification and Direction of E/I

Plain cement concrete 1:1.5:3 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per Sepsific Sepecification and Direction of E/I

M.S or iorn work in angle iorn for joint including Supply of matrial labour T&P etc Required for proper compltion of work size 100x100x8 mm si no 503 (a) As per Sepsific Sepecification and Direction of E/I

M-30 Reinforced Cement Concrete in Divider complete as per Drawing and As per Sepsific Sepecification and Direction of E/I

Painting or varnishing new work with one coat (upto one sq. mt.) of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Paint to be used should confirm the I.S.I. No. 103-1950. As per PWDSOR 641+642 As per Sepsific Sepecification and Direction of E/I

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.as per MORT&H Specification 1200 12.4 As per Sepsific Sepecification and Direction of E/I

Supply of NP-4 Hume Pipe 900 mm dia As per Sepsific Sepecification and Direction of E/I

Laying of NP-4 Hume Pipe 900 mm dia As per Sepsific Sepecification and Direction of E/I

MS or Iron work MS Grill and Railing as per SOR 502(A) As per Sepsific Sepecification and Direction of E/I

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. As per Sepsific Sepecification and Direction of E/I

Providing and Laying Stone Bolder Pitching Using 40 KG Stone Boulder on slopes laid over prepared filter media including boulder appron laid dry in front of toe of embankment and complete as per drawing & technical specification. Morth Specification No 2504 As per Sepsific Sepecification and Direction of E/I

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. As per Sepsific Sepecification and Direction of E/I

Plastering with Cement Mortar (1:3) On Brick work in Substructure as per Technical Specification including All material Labour T&P etc as per direction of E/I As per Sepsific Sepecification and Direction of E/I

Planting of trees by the road side (Khajoor trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year As per Sepsific Sepecification and Direction of E/I

Apco Infratech Private Limited