Andhra Pradesh Airports Development Corporation Limited Tender

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Providing and operating the Hydralic excavator for leveling, cutting etc., including transportation to and from the site of operation, fuel charges, driver charges and any other incidential expenses on this account all etc. as directed by the Engineer-in-charge. (The payment will be based on the number of hours worked at the site.)

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses using 40mm size (SS5) hard Granite metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402)

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Solid Fly-ash Block masonry 225 mm thick for panel walls in foundation, plinth, super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,cost of excluding seigniorage on all materials and all incidental and operational, labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing etc., complete for finished item of work as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140)

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Clearing and grubbing land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking 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 thickness by mechanical means in area of light jungle.

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Supply and placing of the M-25 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20 cum per hour, Transit mixer 4cum capacity and concrete Pump with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for PLINTH BEAM

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Painting to new walls with 2 coats of Acrylic based Oil bound Washable Distemper having VOC content less than 50 grams/litre over promer coat using white cemnt as approved by Engineer-In-Charge, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., and overheads & contractors profit complete for finished item of work as per APSS 911 for internal walls in all floors. Distemper- 2 Coats + 1 coat primer

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Providing BT patch work using 6mm HBG m/c chips with required quantity of 60/70 grade bitumen @72kg/Cum including tack coat premixing labour charges for removing the loose materials in the pot holes/ sunken portions, boxing the edges tamping to pullup corners, compacting the power road rollers including T&P charges for operations etc complete for finished item of work.

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;'Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with cement content of 380 kgs per 1 cum of concrete using weigh batcher / mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, centering using casurina ballies, bamboos, wooden reapers, runners, wood posts, wall plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, vibrating, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;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).

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Providing Mild Steel Angles Y shape, cutting and fabricating to required sizes and shapes,placing in position as per approved designs and drawings to be supplied at the time of execution of work, including cost and conveyance of all Mild steel sections and all wastages such as overlaps, couplings, welede joints, etc., and all operational, incidental, Labour charges for fabricating steel works Compound Wall Grills including cost of welding rods, power charges etc. complete for finished item of work.

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Providing, laying Reinforced cement concrete Hume pipes of 600/800/1000mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600/800/1000mm 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.

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Supply and placing of the M-25 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20 cum per hour, Transit mixer 4cum capacity and concrete Pump with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for PLINTH BEAM

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m to 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Reconstruction of Boundary wall(42 Mts) between watch tower No.1 and Watch tower No.8 and formation;Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.