CONSTRUCTION OF ELECTRICAL CONTROL ROOM AND CONTROL CABLING WORKS AT MAHARANA PRATAP SPORT STADIUM RAIPUR

Amount

Part-A Civil Work

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

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.

Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.)

Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.

Construction of embankment with approved material obtained from borrow pits (including cost of compensation for earth taken from private land) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & carriage of earth by mechanical transport including loading, unloading upto 3 km Lead

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 : 8 graded stone aggregate 40 mm nominal size)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

Centring and shuttering including strutting,ropping etc. and removal for Suspended floors, roofs, landings, balconies and access platform.

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

Columns, Pillars, Piers, Abutments, Posts and Struts.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Suspended floors, roofs, landings, balconies and access platform.

Shelves (Cast in situ)

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

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm

Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete : 300 mm weighing not less than 330 gms

Providing and fixing aluminium sliding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper

Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading.

Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile B Fixing with adjustable lugs with split end tail to each jamb

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of onlysteel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.` In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :5.5 mm thick glass panes

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thic

6 mm cement plaster mix 1:3 (1 cement: 3 fine sand)

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

15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water tinnable priming coat with cement primer

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm

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

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :110 mm diameter

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

Coupler(110 mm)

Bend 87.5 degree

Shoe (Plain)

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly he adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a Providing and laying integral cement based water proofing treatment sq.m including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm

Clearing and grubbing road land including uprooting wild vegetation,grass,bushes,shrubs,saplingsand trees of girth upto 300 mm,removal ofstumpsof such trees cut earlierand disposal of unserviceable matreials and stackingof serviceable material to be use

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rot

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 specifications, 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, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in charge.

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineering-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. 16.43.1 Cement concrete prepared with batch mixing machine

Part-B Electrical Work

Earthing with copper earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Providing and Fixing 25 mm x 5 mm G.I strip on surface or in recess for connection etc as required.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

Upto 35 sq.mm

Above 35 sq.mm and upto 95 sq.mm

Above 95 sq.mm and upto 185 sq.mm

Above 185 sq.mm and upto 400 sq.mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

Above 120 sq.mm and upto 400 sq.mm

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.

4 x 25 sq.mm (28 mm)

3.5 x 35 sq.mm (32 mm)

3.5 x 50 sq.mm (35 mm)

3.5 x 95 sq.mm (45 mm)

3.5 x 120 sq.mm (45 mm)

3.5 x 400 sq.mm (82 mm)

Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required.

Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required.

Supplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 meter length along the pole for protection of under ground cable as required.

Supplying and fixing of light class G.I. pipe of 100 mm dia. (nominal) 3 meter length along the pole for protection of under ground cable as required.

Supply of LT XLPE PVC aluminium armoured cable 25 sq.mm x 4 core 1100 volt.

Supply of LT XLPE PVC aluminium armoured cable 35 sq.mm x 3.5 core 1100 volt.

Supply of LT XLPE PVC aluminium armoured cable 50 sq.mm x 3.5 core 1100 volt.

Supply of LT XLPE PVC aluminium armoured cable 95 sq.mm x 3.5 core 1100 volt.

Supply of LT XLPE PVC aluminium armoured cable 120 sq.mm x 3.5 core 1100 volt.

Supply of LT XLPE PVC aluminium armoured cable 400 sq.mm x 3.5 core 1100 volt.

Supply of HT XLPE PVC aluminium armoured cable 240 sq.mm x 3 core 11 KV complete.

Supply, Installation, Testing and Commissioning of 11 KV compact sub station with 600 KVA with complete accessories including HT switch gear of VCB in Sf6 panel and LT panel & complete outdoor enclosure (as per schedule-H)

Supply and erection of factory fabricated and wired metal clad dust and vermin proof cubical panal MCCB with the following MCB type fuse switches and instrument chamber etc complete in all respect the instrument chamber shall be seprated and shall comprise of digital type ammeter, voltmeter with current transformer etc. The board shall have suitable capacity electrolytic aluminium busbar as per IS8623 istulade with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be complete with suitable cable and boxes reverse entery boxes in case of pedestal type cable socket compression glands and indicating lamp on incoming etc cubical panel fabricated with CRCA sheet with a minimum thickness of 2 mm (as per schedule-H)

Incoming- 1000 Amp. ACB- 1No, 4P, 65 KA

outgoing- 250 Amp MCCB-7 No, 4P, 36 KA

160 Amp MCCB-1 No, 4P, 36 KA

125 Amp MCCB-1 No, 4P,

63 Amp MCCB-8 No, 4P,

Supply and erection of factory fabricated and wired metal clad dust and vermin proof cubical panal MCCB with the following MCB type fuse switches and instrument chamber etc complete in all respect the instrument chamber shall be seprated and shall comprise of digital type ammeter, voltmeter with current transformer etc. The board shall have suitable capacity electrolytic aluminium busbar as per IS8623 istulade with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be complete with suitable cable and boxes reverse entery boxes in case of pedestal type cable socket compression glands and indicating lamp on incoming etc cubical panel fabricated with CRCA sheet with a minimum thickness of 2 mm (as per schedule-H)

Incoming- 250 Amp. MCCB- 1No, 4P, 36 KA

outgoing- 63 Amp MCCB-5 No, 4P,

Supply and erection of factory fabricated and wired metal clad dust and vermin proof cubical panal MCCB with the following MCB type fuse switches and instrument chamber etc complete in all respect the instrument chamber shall be seprated and shall comprise of digital type ammeter, voltmeter with current transformer etc. The board shall have suitable capacity electrolytic aluminium busbar as per IS8623 istulade with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be complete with suitable cable and boxes reverse entery boxes in case of pedestal type cable socket compression glands and indicating lamp on incoming etc cubical panel fabricated with CRCA sheet with a minimum thickness of 2 mm (as per schedule-H)

Incoming- 250 Amp. MCCB- 1No, 4P, 36 KA

outgoing- 100 Amp MCCB-5 No, 4P

63 Amp MCCB-3 No, 4P,

Supply and erection of factory fabricated and wired metal clad dust and vermin proof cubical panal MCCB with the following MCB type fuse switches and instrument chamber etc complete in all respect the instrument chamber shall be seprated and shall comprise of digital type ammeter, voltmeter with current transformer etc. The board shall have suitable capacity electrolytic aluminium busbar as per IS8623 istulade with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be complete with suitable cable and boxes reverse entery boxes in case of pedestal type cable socket compression glands and indicating lamp on incoming etc cubical panel fabricated with CRCA sheet with a minimum thickness of 2 mm(as per schedule-H)

Incoming- 250 Amp. MCCB- 1No, 4P, 36 KA

outgoing- 63 Amp MCCB-3 No, 4P

40 Amp MCB-6 No, 4P,

Supply and erection of factory fabricated and wired metal clad dust and vermin proof cubical panal MCCB with the following MCB type fuse switches and instrument chamber etc complete in all respect the instrument chamber shall be seprated and shall comprise of digital type ammeter, voltmeter with current transformer etc. The board shall have suitable capacity electrolytic aluminium busbar as per IS8623 istulade with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be complete with suitable cable and boxes reverse entery boxes in case of pedestal type cable socket compression glands and indicating lamp on incoming etc cubical panel fabricated with CRCA sheet with a minimum thickness of 2 mm(as per schedule-H)

Incoming- 250 Amp. MCCB- 1No, 4P, 36 KA

outgoing- 125 Amp MCCB-1 No, 4P

63 Amp MCCB-2 No, 4P,

40 Amp MCB-4 No, 4P,

Supply and erection of factory fabricated and wired metal clad dust and vermin proof cubical panal MCCB with the following MCB type fuse switches and instrument chamber etc complete in all respect the instrument chamber shall be seprated and shall comprise of digital type ammeter, voltmeter with current transformer etc. The board shall have suitable capacity electrolytic aluminium busbar as per IS8623 istulade with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be complete with suitable cable and boxes reverse entery boxes in case of pedestal type cable socket compression glands and indicating lamp on incoming etc cubical panel fabricated with CRCA sheet with a minimum thickness of 2 mm (as per schedule-H)

Incoming- 250 Amp. MCCB- 1No, 4P, 36 KA

outgoing- 100 Amp MCB- 2 No, 4P

63 Amp MCB- 3 No, 4P,

40 Amp MCB- 2 No, 4P,

Supply and erection of factory fabricated and wired metal clad dust and vermin proof cubical panal MCCB with the following MCB type fuse switches and instrument chamber etc complete in all respect the instrument chamber shall be seprated and shall comprise of digital type ammeter, voltmeter with current transformer etc. The board shall have suitable capacity electrolytic aluminium busbar as per IS8623 istulade with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be complete with suitable cable and boxes reverse entery boxes in case of pedestal type cable socket compression glands and indicating lamp on incoming etc cubical panel fabricated with CRCA sheet with a minimum thickness of 2 mm.(as per schedule-H)

Incoming- 160 Amp. MCCB- 1No, 4P,

outgoing- 63 Amp MCB- 2 No, 4P

40 Amp MCB- 3 No, 4P,

Katsons Technologies Private Limited

MITTAL MACHINES PVT LTD

M/s Mahalaxmi Construction

Shubham Traders

SHUBHAM ENTERPRISES