Providing Taxiway to Flight Training Organization (FTO) at Kurnool Airport

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).

Construction of Granular sub-base by providing HBG material confirming to Grading - II of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, including cost of all materials and 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 base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.

Providing and applying Prime coat with bitumen emulsion (551) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge

Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom, As per MoRTH Specification Vol-V clause 503, Bitumen emulsion RS1 grade complying with IS: 8887).

Providing and laying of Dense Graded Bituminous Macadam with 60 - 90 TPH batch type hot mix plant producing an average output of 45 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th Revision)

Providing and laying of Bituminous Concrete with 60 - 90 TPH batch type hot mix plant producing an average output of 45 tones per hour using hard blasted granite crushed aggregates of Grading – I as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.40 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Earth work excavation for foundations and depositing on bank, for all lifts and with an initial lead of 10m Including all incidental, operational, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS-20 b for stiff block cotton soil, hard red earth, murram, ordinary gravel - manual means up to 3m depth-foundation of culvert(APSS 308)

Painting of Runway/taxiway/apron/Isolation bay marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, lol, grease and other foreign material etc. and lining out complete.

Vibrated plain cement concrete M-20 grade nominal mix corresponding to table 9 of is 456 using 20mm size graded machine crushed hard granite metal, including cost and conveyance of all materials to site, seigniorage charges, Incidental, operational and labour charges such as machine mixing, laying concrete, vibrating, curing etc.. complete and providing centring using wooden reapers, runners, wood posts, wall plates, steel centring plates etc., for finished item of work for road/culverts bed/side body walls (APSS No. 403)

Providing, laying Reinforced cement concrete Hume pipes of 1000mm Dia., NP-3 class for pipe culverts including cou and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C. Hume plpes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished Item of work.

Supply, Transportation and laying of 65mm dia B class Gl pipe of ISI mark with all accessories couplings and jointing for Water lines.

Providing, laying Reinforced cement concrete Hume pipes of 300mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 300mm dia. R.C.C. Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

Supply and making one end termination with heavy duty double compression brass gland as per BS 6121:2005, IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC Insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Supply, transportation and laying of 3.5 Core 300 Sqm XLPE insulated, 1100V grade armoured aluminum cable (as per specification confirming to IS:7098 (Part 1)./1554-1) Including 120mm dia double walled corrugated HDPE duct made as per specification BSEN-500 86/15 14930 Part-II. Makes: As per list of recommended brands as category I for Cable category-11 for HDPE duct.

Supply & fixing of hot pressed compression moulded sign plates for making Taxiway to FTO signs as per the approved dimensions of DGCA, complete, for finished Item of work.

Supply, Transportation, Installation and Commissioning of 11 KV, 630A, 25 KA Outdoor type Load Break Switch as detailed below with suitable CC foundation and 2 Nos Gl pipe earthing with brick masonry chambers etc., complete for finished item of work. Makes: As per list of recommended brands. a) Load break switch: 11KV,630A, 25 KA with fuse trip, earth switch, manually operated spring charged mechanism with 2 no.2 NC. b) HT HRC fuse upto 63A. 3 nos. (c) Bus bar connection. d) Indication lamps. e) Manual trip Push button. (ELEC-6.3.12) MAT-05547