Up gradation of Badminton Hall (SAC) and various courts (Lawn tennis court, Synthetic court, Volleyball court, Cricket Pitch, Basketball court, Basketball Practice pitch, Hockey ground) and sports facilities at IIT Delhi.

Amount

A) Civil Work

1) Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.

2) 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, 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:

2.1) All kinds of soil.

3) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

3.1) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

3.2) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

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

4.1) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

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

5.1) Thermo Mechanically Treated bars of grade Fe 500D or more

6) 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

6.1) All works upto plinth level

6.1.1) Concrete of M25 grade with minimum cement content of 330 kg /cum

7) 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

7.1) Cement mortar 1:6 (1 cement : 6 coarse sand)

8) Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

9) 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:

9.1) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

10) Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

11) 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 :

12) 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 :

13) 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

14) 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.

14.1) Twin rubber stopper

15) Welding by gas or electric plant including transportation of plant at site etc. complete.

16) 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.

16.1) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

17) Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat:

17.1) With common burnt clay F.P.S. (non modular) brick tiles of class designation 10

18) Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.

18.1) 12 mm cement plaster

19) Neat cement punning.

20) Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.

20.1) Two or more coats on new work

21) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

21.1) Two or more coats on new work

22) 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.

23) Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

24) Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :

24.1) One or more coats on old work

25) Finishing walls with Acrylic Smooth exterior paint of required shade :

25.1) Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface

26) Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.

26.1) With cement mortar 1:4 (1 cement : 4 fine sand)

26.2) With cement mortar 1:4 (1cement: 4 coarse sand)

27) Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.

28) Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead

29) Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.

29.1) For thickness of tiles 10 mm to 25 mm

30) Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.

30.1) All kind of soil

31) Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

31.1) Made of G.I. wire of dia 4 mm

32) Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.

32.1) For vertical surface two coats @ 0.70 kg per sqm.

32.2) For horizontal surface one coat @1.10 kg per sqm.

33) Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with brush or spray on the existing stone masonry surface till there is no further absorption of chemical by stone surface, including protecting the applied surface from direct sunlight by suitable means during application, all complete as per direction of the Engineer-in-Charge (The rate is inclusive of all materials & labours involved except scaffolding).

34) Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge

34.1) 50mm average thickness

35) Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.

35.1) Bars upto 12 mm diameter

36) Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.

36.1) Upto and including 12mm dia.

37) Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).

37.1) 50 mm average thickness in 3 layers.

38) Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in Charge. (The payment shall be made on the basis of actual weight of approved grout injected.)

38.1) Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work.

39) Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.

40) Providing and fixing self adhesive frosted/decorative film on glass partition and glass door and windows of approoved design and make all complete as per direction of Engineer-in-charge.

41) Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Marandi Wood 35 mm thick shutters

42) Supplying and fixing 10 Gauge weld mesh of size 50mm x 50 mm by means of "L" shaped mild steel shear key welded with new MS frame including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.

43) Dismantling old existing APP membrane sheet from the terrace laid in bitumen primer including staking material with in 50 m lead.

44) Cleaning of mother concrete surface to Grinding remove dust and loosely adhering particles completely, properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge

45) Supply and Installation of the Synthetic All Weather Acrylic Surface is of the following specifications: COMBINATION SURFACE – 4 LAYERS 1 layer of filler/resurfacer to cover depressions etc; 1 layer of filler/resurfacer all over the court 2 layers of color; Court Line markings The synthetic surface is International Tennis Federation Approved. USA /Olymphic make surface preferred.

46) Providing & fixing PU / PVC Flooring (Make- YENOX) for badminton court joint by SR solution or plastic welding code, of 4.5 mm thickness, colour green, roll size - 1.8Mtr X 15 mtr, weight 95 kg for 1 roll, all complete as per direction of Engineer- in Charge.

(B)Electrical Items

49) Repair and service of High mast pole including Gear box, wire, 1HP motor, chain polling, Nulbolt, 8 mm SS wire etc & including of hydra crane as required.

49.1) 12.5mtr height Hight mast pole

50) Repair and service of High mast pole including Gear box, wire, 1HP motor, chain polling, Nulbolt, 8mm SS wire etc & including of hydra crane as required.

50.1) 16mtr height Hight mast pole

51) Repair and service of High mast pole including Gear box, wire, 1HP motor, chain polling, Nulbolt, 10mm SS wire etc & including of hydra crane as required.

51.1) 20mtr height Hight mast pole

52) Supplying & laying of following size PVC insulated, PVC sheathed armoured Aluminium conductor cable of 1.1 KV grade, direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. (confirming to I.S. - 1554/1/88). (I.S.I mark.) (Make- Havells/ Gloster/ Polycab/ RR kabel/ KEI/ Universal).

52.1) 4X25 sq.mm

52.2) 3.5X35 sq.mm

52.3) 3.5X50 sq.mm

53) Supplying & laying of following size PVC insulated, PVC sheathed armoured Aluminium conductor cable of 1.1 KV grade on wall surface as required. (confirming to I.S. - 1554/1/88). (I.S.I mark.) (Make- Havells/ Gloster/ Polycab/ RR kabel/ KEI/ Universal).

53.1) 4X25 sq.mm

53.2) 3.5X35 sq.mm

54) Supplying & laying of following size PVC insulated, PVC sheathed armoured Aluminium conductor cable of 1.1 KV in the existing masonry open duct as required. (confirming to I.S. - 1554/1/88). (I.S.I mark.) (Make- Havells/ Gloster/ Polycab/ RR kabel/ KEI/ Universal).

54.1) 4X25 sq.mm

54.2) 3.5X35 sq.mm

54.3) 3.5X50 sq.mm

55) Supplying & laying of following size PVC insulated, PVC sheathed armoured Aluminium conductor cable of 1.1 KV in the existing G.I pipe pole as required. (confirming to I.S. - 1554/1/88). (I.S.I mark.) (Make- Havells/ Gloster/ Polycab/ RR kabel/ KEI/ Universal).

55.1) 3.5X35 sq.mm

55.2) 3.5X50 sq.mm

56) Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.

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

57.1) 4X25 sq.mm (28mm)

57.2) 3.5X35 sq.mm (32mm)

57.3) 3.5X50 sq.mm (35mm)

58) 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.

58.1) Above 6.5 metre and upto 8.0 metre

59) Supplying and drawing of following sizes of FRLS PVC insulated copper conductor armoured cable in the existing High Mast pole complete as required.(Make- Havells/ Gloster/ Polycab/ RR kabel/ KEI/ Universal).

59.1) 6core X 2.5 sq.mm

59.2) 6core X 4 sq.mm

60) Supplying and installation of LED Flood light equipped with die-cast aluminium / CRCA housing, anti glare polycarbonate diffuser with energy efficient electronic driver with following features:-Suitable for operating voltage and frequency: 130-300 Va.c, 50 Hz.; wattage not more than 100 Watts;Output lumens not less than 10000 lm; CCT 6000K; Nominal surge protection 2.5 kV;Power factor not less than 0.9; Minimum IP protection 65;[ Make: Philips/ Panasonic/ Bajaj/ Osram/ Havells/ Halonix]

61) Supply & fixing of 80 mm dia.'B' class GI pole 6 mtr. Long for Flood light/ post top lantern etc. LED Fitting i/c bas eplate 300 x 300 x 3mm GI reducer & nipple for mounting the fitting with painting etc. grounting in cement concrete 1: 3: 6 (1 cement : 3 coarse sand : 6 grade stone aggregate 40mm omplete as reqd.

62) Supplying, Fixing, connecting and commissioning looping type cable end weather proof control box with of size 250 mm x 200 mm x 100 mm having 1 no. 6amp to 32 amp SPMCB 250 volt and 2 nos. brass neutral link 12.5 mm square rod 6 way approx. 60 mm long and fixed on 6 mm thick bakelite sheet. Box shall have almirah type hinge and panel key type lock front door duly painted with earthing strud etc. complete as required.

63) Dismantling and removing of all old luminaire and their accessories from high-mast pole including shifting them to any designated location as directed by the Engineer-in-charge. This is per Pole basis and one job shall be counted for each pole irrespective of number of fittings.

64) Dismantling, servicing & refixing of old luminaire and their accessories from high-mast pole including shifting them to any designated pole / location as directed by the Engineer-in-charge.

65) [-] Less credit for dismantled luminaires and material as per following:

65.4) M.S angle / G.I chainlink fencing

M/s. Leonine Constructions

MODERN CONCEPT CONSTRUCTIONS

M/s S.K.Industries