Shifting of High Mast Flag from main stadium ground to the ground near parking of Facility Building Annexe in the campus at IIT Kanpur

Part-A Electrical Work

Dismentalling, shifting and reinstallation of existing already installed 30.5 mtr. high mast flag system mast shaft shall be with decorative dome on top and accessories for high mast including head frame 3 point suspension system with steel wire rope 6 mm dia, double drum winch, galvanised carriage flag mounting arrangement suitable and its control gear boxes and reinstallation the same with- 1. S & F of foundation bolts manufactured from steel along with nuts, washers, ancher base plates including PU painting of high mast flag shaft, oiling/greasing of steel rope & motor if required & repairing if any damage make to complete & functional as instructed by Engineer In-Incharge.

Providing brick work (in width 225 mm or more) with F.P.S. bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) at all levels.

Providing 15mm thick cement plaster of mix 1:4 (1 cement : 4 fine sand) at all levels.

Supplying of one no. 3.5 x 25.0 sqmm PVC insulated, XLPE steel armoured aluminium conductor power cable of grade 1.1 kV as required complete in following manners.

Supplying of one no. 2 x 6.0 sqmm PVC insulated, XLPE steel armoured aluminium conductor power cable of grade 1.1 kV as required complete in following manners.

Laying of one no. PVC insulated, PVC sheathed / XLPE power cable of 1.1kV grade of size not exceeding 35 sq.mm. of 1.1kV grade of following place etc. as reqd.

Direct in ground I/c excavation, sand cushioning, protective covering and refilling the trench etc. as reqd.

In pipe

In open duct

Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required.

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

Supplying and fixing following rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Four Pole (40A-63A)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

2 X10 sq. mm (19mm)

3½ X 25 sq. mm (28mm)

Dismentling cross arm / street light brakcet/street light fitting from any size of pole complete as required and depositing in sectional store.

Fixing cross arm / street light brakcet/street light fitting with MS clamps GI bolts with washer as required.

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.

Above 4.5 metre and upto 6.5 metre

Dismantling of pole/ street light standard/ strut embedded in cement concrete foundation etc. as required.

Dismantling and refixing of DB/MCCB/TPN Switches/starter/ loose wire boxes along with all accessories on surface or in recessed etc as reqd complete.

Supply & Laying of 32 mm dia, 8Kg / cm², minimum 2.0 mm thick HDPE pipe, ISI mark in following manners as required complete.

In open duct

Supply and drawing PVC insulated following round copper conductor cable of following size for connection of equipment / exhaust fan etc as reqd.

2.50 sq. mm , three core

Part-B Civil work

Carriage of Materials

By Mechanical Transport including loading, unloading and stacking

Earth 2 K.M

EARTH WORK

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

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 lif.

Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

All kinds of soil

CEMENT CONCRETE (CAST IN SITU)

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

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations, footings, bases for columns

REINFORCED CEMENT CONCRETE

Centering and shuttering including strutting, propping etc. and removal of form for

Foundations, footings, bases of columns, etc. for mass concrete

Columns, Pillars, Piers, Abutments, Posts and Struts

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

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 level

Concrete of M30 grade with minimum cement content of 350 kg /cum

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Providing, laying and fixing following dia G.l. pipe (medium class) in ground complete with G.l. fittings including trenching (75 cm deep)and re-filling etc as required