Composite Civil, Electrical Works for renovation of various existing sports facilities and other miscellaneous works in various buildings at IIM Mumbai Campus

PART (A) Renovation & Upgradation of Existing Basketball & Pickal ball court

PART (B) Renovation & Upgradation of Existing Badminton Court into Multi Purpose Court

PART (C) Renovation & Extension of Existing Girls Hostel GYM

PART (D) Repair, Renovation, Interior and other works of various buildings within IIM Mumbai campus

PART (E) Repair, Replacement, Upgradation and Internal Plumbing Works including Pumps, Valves, CPVC Piping, Fixtures, and Insulation in Girls Hostel, IIM Mumbai”

ABSTRACT OF COST

PART (A) Renovation & Upgradation of Existing Basketball & Pickal ball court

PART (B) Renovation & Upgradation of Existing Badminton Court into Multi Purpose Court

PART (C) Renovation & Extension of Existing Girls Hostel GYM

PART (D) Repair, Renovation, Interior and other works of various buildings within IIM Mumbai campus

PART (E) Repair, Replacement, Upgradation and Internal Plumbing Works including Pumps, Valves, CPVC Piping, Fixtures, and Insulation in Girls Hostel, IIM Mumbai”

Total Cost of Works

Part-A: Construction of G+1 Executive Dining Hall in the backyard of Pragati Vihar Building in IIM Mumbai,

Schedule of Quantities

Basketball Court - for indoor game (35X42)

All kind of Soil

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work up to plinth level :

Concrete of M15 grade with minimum cement

content of 240 kg /cum

All works upto plinth level

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

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

Using M.S. angels 40x40x6 mm for diagonal braces:

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

Ridges plain (500 - 600mm)

Flashings/ Aprons.( Upto 600 mm)

1:6 (1 cement: 6 fine sand)

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.

Two or more coats on new work

With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Using grade 'A' sealing compound conforming to IS: 1834.

Total Part A

Part B: Proposed Interior Repair & Renovation at Ground & First Floor, Pragati Vihar Building in IIM Mumbai

Schedule of Quantities

All kind of Soil

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work up to plinth level :

Concrete of M15 grade with minimum cement

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)

With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Total of Part- B

Part C: Proposed Furniture Works Including Interior Furnishing Works Multi-Purpose Hall & Ground & First Floor, Pragati Vihar Building.

Schedule of Quantities

All kind of Soil

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work up to plinth level :

Concrete of M15 grade with minimum cement

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form at all level, height and depth

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.

All works upto plinth level

All works above plinth level upto floor V level

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.

Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :

12 mm cement plaster of mix :

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.

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

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.

R3-CS-RM-127

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Total Part- C

Part D: Supplying, Fabrication, Installation & Comissioning of Kitchen Equipment, Gas Bank, Gas Leak detection system, HVAC works for Industrial Kitchen in Pragati Vihar Building

Schedule of Quantities

In cement mortar

Of area 3 sq. metres and below

For thickness of tiles 10 mm to 25 mm

75 to 80 mm dia pipe.

100 mm dia pipe

150 mm dia pipe

15 mm to 40 mm nominal bore

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

Old work (one or more coats)

15 mm nominal outer dia .Pipes.

(i)Single socketed pipes.

75 mm diameter

Coupler

75 mm bend

75 mm Shoe

With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

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

W.C. pan with ISI marked white solid plastic seat and lid

White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

(a) 15 mm nominal dia

C.P. brass

600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

150 mm diameter

15 mm nominal bore

15 mm nominal bore

20 mm nominal bore

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

Upto 5 mm depth and 5 mm width

Upto 10mm depth and 10mm width

Upto 20mm depth and 20mm width

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.

The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry

Second class teak wood

Second class teak wood

30 mm thick shutters

Part D 2. Repair of SRIC office

Of area 3 sq. metres and below

For thickness of tiles 10 mm to 25 mm

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

With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :

SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer

DSR2023 Item No. 13.85

DSR2023 Item No. 13.85.3

Providing and applying Gypsum Plaster punning to walls, beams, ceilings, columns in perfect line and level over the base of single coat cement plaster including roughening of existing surface. 10mm to 12mm thick

DSR 2023 Item no.13.62

DSR 2023 Item no.13.62.1

Part D 3. Admission Cell

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm

Electrical Works

Incomer 40/63A, TPN MCB -1Nos.

40A, 2P RCBO -3Nos.

Outgoing 16A/20A/25A SP MCBs -18 nos.

Incomer 63A, TPN MCB -1Nos.

63A, 2P RCBO -3Nos.

Outgoing 16A/20A/25A SP MCBs -12 nos.

Incomer 40A DP MCB - 1 No.

Outgoing 10 A/16A SP MCBs -6 Nos.

1 no., 63/40A, FP MCB, "C" curve type as incomer

3 no.s, 63A, DP RCCB with sensitivity of 100mA, as sub-incomer

18 nos, 10/16A, SP, MCB, "C" curve type as outgoings 2 nos. of 25A DP MCB, "C" curve type as outgoings

Full Set as above

1 no., 63/40A, FP MCB, "C" curve type as incomer

18 nos, 10/16/25/32A, SP, MCB, "C" curve type as outgoings

Full Set as above

NOTE :- 1. Only FRLS wire shall be used; 2. Conduit carrying circuit wiring should not carry point wiring and Conduit carrying point wiring should not carry submain/circuit wiring; 3. Flexible conduits & Elbows are not allowed; 4. The wires from ceiling junction to light points / light fixture shall be drawn in flexible conduit with adptor & cover for junction box & crimp type lugs at both the ends alongwith necessary hardware & accessories, etc. as required; 5. Proper ferrules, lugs, must be used in all cabling and wiring on both load / source end; 6. Each switch board must be provided with respective ferrules representing the respective DB, Phase & Circuit numbers;

7. Looping of Neutral / Earth wire between two seperate Primary / Full Points is strictly not allowed; 8. Looping of Neutral / Earth wire between two seperate circuits on similar or other phase is strictly not allowed; 9. Ferulling / numbering / taggning to wires with circuit number & db name for all lighting & raw / ups power shall be strictly followed at both DB & switch board / switch socket boards ends.10. UPS Light points @ 10% of the area

SECTION B : - COMPUTER WIRING

The rate to include making trenches for raceways by cutting existing flooring/ walls, breaking the flooring & mortar and removal of debris. Providing necessary base for raceways with 1:3:6 P.C.C & filling the trench with 1:2:4 IPS with proper cement gutai & curing etc. The rate shall also include the activity of clearing the debris generated from the preparation of trenches & filling the same with PCC for floors / POP Punning on walls including all accessories, bends, pullwires etc complete but excluding the floor mounted junction boxes which shall be paid separately under relevant item. The metal/PVC conduits/Raceways shall be earthed with copper earthing clips at suitable intervals the distance between the data conduits & power conduits shall be maintained at atleast 6" apart.

Supplying & fixing of 2mm thick G.I. Perforated type cable Trays of Asian /Profab Engieers approved make. The cable tray shall be fixed to the ceiling / wall with MS angle support with 35mmx2mm thick GI slotted 'C' channel patti at an interval of 1 meter or the MS angle iron fabricated support depending upon the location. The rate shall include the cost of Supports, hardware & accessories, etc. complete as required.

Providing & Fixing of 1" PVC Cassing Patti.

D. 4 New Infra division office

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

Old work (one or more coats)

With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/ structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600

Upto 5 mm depth and 5 mm width

Upto 10mm depth and 10mm width

Upto 20mm depth and 20mm width

Of area 3 sq. metres and below

D.5 glass partition in classroom no. 203 at 2nd floo of ALB Building, 1st floor of ALB Building (fellow lab) & ground floor of OC Building (SRIC office).

D.6 Supply & installation of DG set of 250KVA beside Pragati Vihar Hostel

Supplying, installation, testing and commissioning of silent type DG sets, AMF panel, bus ducting/ cables from DG sets to essential panel, synchronizing panel where required, DG set enclosure room sound insulation / ventilation/smoke exhaust as required, earthing of DG set system, control cabling, fuel tank / piping, DG set exhaust piping/ exhaust chimney as per CPCB norms, civil works connected with DG sets including foundation as required.

D.7 Road Widening

In cement mortar

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.

Upto 10 mm depth and 10 mm width

On steel work

Suspended floors, roofs, landings, balconies and access platform

For thickness of tiles 10 mm to 25 mm

TOTAL Part D

Part E: Repair, Replacement, Upgradation and Internal Plumbing Works including Pumps, Valves, CPVC Piping, Fixtures, and Insulation in Girls Hostel, IIM Mumbai

Schedule of Quantities

a) 20 mm dia

a) 32 mm dia

b) 25 mm dia

a)40MM DIA

a)Dia 40mm (ArmaClad Dura Tubes Black 19 X 048)

Grand Total PART -E