Construction of Glide Path and Localizer Building and other associated works inside Airforce Area at Chandigarh Airport.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: a) All kinds of soil

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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. a) All kinds of soil

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 and for all lift.

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-lll) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levela) Concrete of M25 grade with minimum cement content of 330 kg /cum

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand)

Excavating trenches by mechanical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m: All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Providing and fixing G.I. pipes complete with G.I. fittings etc. External work a) 100 mm dia

Providing and fixing G.I. pipes complete with G.I. fittings etc. External work a) 50 mm dia

Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work: a) 100 mm diameter pipes

Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work: a) 50 mm diameter pipes

Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : a) 100 mm diameter pipes

Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : a) 50 mm diameter pipes

12 mm cement plaster of mix : a) 1:6 (1 cement: 6 coarse sand)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : a) W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. a) 25 mm dia nominal bore

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing of prefabricated (frangible hut) of size 2m x 2m (outer to outer) and 3000 mm height along one wall and 3500 mm at the opposite wall.It is made of Low Smoke Fire Retardant 50 mm thick sandwich panel made of 2 mm thick Fibre Reinforced sheet at the outer sides and middle part consists of PU foam of density 40 kg/m3 which has to be installed in to the operational area. Provision of one no. door of size 920 mm (w) x 2000 mm (h) with locking facility at the higher side wall with a provision of exhaust fan at higher wall and necessary hole arrangement for electrical installations and necessary hole arrangement for sanitary installations etc The cost of the hut is inclusive of design, vetting of design by Govt. Engg. College, fabrication (i/c all fitting arrangements), transportation and commissioning of the hut at the proposed site as per drawing given in page No.DRW-1 of tender document and specification over cement concrete platform (Cement Concrete platform shall be paid separately). The exterior of the hut shall be provided with design of white and red squares (2 feet x 2 feet) or as per direction of E-I-C. All complete as per attached drawing and as directed by the Engineer-in-Charge.

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 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand 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-35 grade with approved colour design and pattern.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

Supply of following size of 1.1KV grade multicore stranded aluminium conductor XLPE insulated & PVC sheathed armoured cable (FRLS Type) as per IS: 7098 (Part-1) 1988 complete as required & as per enclosed specification. (3.5 x 95 Sqmm)

Supplying and Laying of 90 mm dia HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 4984, PE 80, PN 6 complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required

Supplying and laying of 90 mm dia HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 4984, PE 80, PN 6 complete with fitting and cutting, jointing etc. in the existing trench, complete as required.

Supply & Laying of 90 mm outer dia HDPE pipe ISI marked conforming to IS 4984, PE 80, PN 6 rating through trenchless technology, direct in ground upto the depth of 3 meters including splicing of pipe of size complete as required.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL / DWC pipe/ open Trench as required. Above 35 sq. mm and upto 95 sq. mm

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size (clamped with 1mm thick saddle) on wall surface or cable tray as per site requirement. Above 35 sq. mm and upto 95 sq. mm

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required

Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for 3½ X 95 sq. mm of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

12 Core Single mode Armored OFC cable : Supply of Single mode, 12 Core, 9/125mm (OS2) Unitube Armored OFC cable

Manhole: Construction of Manhole as per specification (Size 120cmx120cmx150cm)

GI Pipe 65 mm

SC/SC Patch Chord ( 1 Mtr. )

Outdoor laying or pulling of OFC with Soft digging : Construction of soft digging trench of 3 feet depth below ground level and laying of OFC in 40 mm HDPE and associated work with all required accessories.

Outdoor laying or pulling of OFC with Hard digging work/ HDD/ Boki : Construction of hard digging trench 3 feet depth below ground level and laying of OFC in 40 mm HDPE and associated work with all required accessories.