Additional Work of Facility Upgradation in Exhibition Hall H2 to H5 at ITPO, Bharat Mandapam, Pragati Maidan, New Delhi-RETENDER

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear

portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm

DSR ITEM (2023) (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and

11.56 pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing

etc. all complete as specified and as directed by the Engineer-in-Charge. (The Color and shade should match the

existing design)

1.1 11.56.1 Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent (18 mm thick) sqm 120 4481.30 5,37,756.00

Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite

stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas

DSR ITEM (2023)

1.2 and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including

grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction

of Engineer-in-Charge.

16.87.1 With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. sqm 80 4950.90 3,96,072.00

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of

unserviceable material within 50 meters lead.

2 Anti-skid tape for stairs

Providing and fixing 50 mm wide waterproof anti slip tape at tread only for safety of stair case tread of approved

2.1 NS-1 make,ISI approved complete in all respect with satisfaction of engineer incharge as per approved sample. The meter 500 334.00 1,67,000.00

cost is including removal of damaged tape, pasting.

3 Kerb - stones .

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to

the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making

joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including

DSR ITEM (2023)

3.1 making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of cum 25 10117.60 2,52,940.00

finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

4 Aluminium Louvers Work

Aluminium openable Louvers:

Providing and fixing louvered Ventilators consists of 600 mm X 300 mmv box type heavy duty(14Guage) approved

make aluminium anodized window frame. Adjustable in louver system of same gauge. Louvers shall be fabricated

4.1 NS-2 from galvanized steel or "window grade" aluminium. Galvanized or aluminium mesh to suit the material of the sqm 20 12311.00 2,46,220.00

louvers shall be fitted across the inside surface of the louvers. Mesh shall be 13mm x 13mm x 1.2mm. The Frame

system should be openable to IGL Gas Pipe line repair. Rate is inclusive all necessary fixtures and fittings

complete in all respect

5 Construction of Ramp at Hall 14 Cargo Periphery

DSR ITEM (2023) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm

2.6 in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and

5.1 2.6.1 All kinds of soil Cum 30 177.50 5,325.00

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

DSR ITEM (2023) exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all

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

DSR ITEM (2023)

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.

4.20.1 All works upto plinth level :

5.3 4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum Cum 10 8835.15 88,351.50

DSR ITEM (2023) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,

5.1 shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources)

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

DSR ITEM (2023)

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 25 392.15 9,803.75

5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. Sqm 50 842.50 42,125.00

DSR ITEM (2023) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

5.22 complete upto plinth level.

5.6 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 2750 107.85 2,96,587.50

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in basement for Drain

DSR ITEM (2023)

5.7 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 20 7132.25 1,42,645.00

DSR ITEM (2023)

5.8 Plastering 12 mm cement plaster of mix :

DSR ITEM (2023)

5.9 Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied

@ 0.90 liter/10 sqm)

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary

stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash

DSR ITEM (2023) fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable

10.28 arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members

shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

DSR ITEM (2023) Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing

2.27 complete.

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

Providing and Fixing Galvulium Profiled sheet with 0.60 mm (Min) TCT including framing, support, fasteners,

EPDM Gasket, etc. complete in all respect.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard

tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285,

fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top,

DSR ITEM (2023)

6.2 bottom and sides with required EPDM rubber/neoprene gasket etc. aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for

glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 414.8 530.90 2,20,217.32

Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in

metallic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm

DSR ITEM (2023) thick FR grade mineral core sandwiched between two aluminium sheets (each 0.5mm thick). The aluminium

8.32 (b) composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer

resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified

using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,including cutting,

DSR ITEM (2023)

6.4 hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with

special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes kg 500 194.4 97,200.00

7 Enclosure of EP-2 Ticketing Plaza Glass Work

MR-2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber /

7.1 Based on DAR neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost

(2023) 21.3.3 of aluminium snap beading shall be paid in basic item):

MR-2 Toughened glass 12 mm thickness Sqm 200 3595.08 7,19,016.91

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard

tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285,

fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top,

DSR ITEM (2023)

7.2 bottom and sides with required EPDM rubber/neoprene gasket etc. aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for

glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 991.2 530.90 5,26,228.08

8 Support/Clamping arrangement of toilets Glass mirror

Supplying and Installation of adjustable L-Type Stainless Steel angle bracket Support (SS-304) or clamp to hold

the mirror at its positions in Toilets as per direction of Engineer-in-charge .

Note - Size & shape of SS L -Supports/Clamp must be as per approved sample by engineer in-charge with

adequate weight to hold the Mirror in its position.

9 Construction of channel/drain including water proofing at Basement level and other locations

Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by

DSR ITEM (2023) standard power driven percussion type or of approved make including tapering of all edges, making square

26.28 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

26.28.1 75mm average thickness Sqm 200 378 75,600.00

Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic

waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming

DSR ITEM (2023)

9.2 of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious Sqm 300 447.35 1,34,205.00

waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to

remove pre-existing paint film & loose particles

DSR ITEM (2023)

9.3 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :

Providing and fixing stainless steel (Grade 304) grating made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and fitting as per drawing and as per approval of Engineer-in-charge

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

10 Construction of Catch basin towards south side of Hall 2-5 and other miscellaneous works

DSR ITEM (2023) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas exceeding 30 cm

2.6 in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

10.2 2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all Cum 30 196.00 5,880.00

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

DSR ITEM (2023)

10.3 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.

4.20.1 All works upto plinth level :

4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum Cum 15 8835.15 1,32,527.25

DSR ITEM (2023) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,

5.1 shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from natural sources)

DSR ITEM (2023)

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

10.5.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 20 392.15 7,843.00

10.5.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 20 842.50 16,850.00

DSR ITEM (2023) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

5.22 complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 550 107.85 59,317.50

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in basement for Drain

DSR ITEM (2023)

Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 12 7132.25 85,587.00

DSR ITEM (2023)

10.8 Plastering 12 mm cement plaster of mix :

DSR ITEM (2023) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead

DSR-15.2 as per direction of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Cum 5 2434.25 12,171.25

Providing and fixing of FRP manhole cover with frame internal size-1000 mm dia and suitable for 40 tone load

including fix to floor with cement concrete.

Providing & Fixing of following accessories of Partition system in existing collapisble Acoustic Partition

installed at various locations of Hall 2 to 5 complete in all respect as per direction of engineer in-charge.

11.1 Sliding folding partition complete repair at exhibitions Hall H2 to H5 hall Ground floor

11.1.1 NS-6.1 SPECIAL ROLLER STOPPER (80707112) Nos 16 4,374.00 69,984.00

11.1.2 NS-6.2 SR-800 Roller Assembly set Nos 16 37,289.00 5,96,624.00

11.1.3 NS-6.3 Parking (T Junction) repair charge Nos 15 1,549.00 23,235.00

11.1.4 NS-6.4 Service & Repair charge for partition wall (Total partition wall Panel - 14 nos.) Nos 8 1,25,497.00 10,03,976.00

11.1.8 NS-6.8 Installation charge for MDF & Junction (Parking area) Nos 1 1,09,646.00 1,09,646.00

11.1.9 NS-6.9 Convex or Concave aluminium profile resize & fixing -per panels Nos 11 8,700.00 95,700.00

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

11.2 Sliding folding partition repair at exhibition hall First floor

11.2.4 NS-7.4 Carrier Bolt with Thread M12 (For R-Roll (80475912) Nos 18 1,359.00 24,462.00

11.2.5 NS-7.5 Galvanised Threaded Tube M12 (80475910) Nos 18 2,219.00 39,942.00

11.2.6 NS-7.6 Vflex TE Locking Spring (80475909) Nos 18 634.00 11,412.00

11.2.7 NS-7.7 V'flex R Roller Shaped Tube Complete (80476506) Nos 18 2,083.00 37,494.00

11.2.10 NS-7.10 Pannel Cutting charge Nos 30 14,957.00 4,48,710.00

11.2.11 NS-7.11 Service & Repair charge for partition wall (Total partition wall - 06 nos) Nos 6 35,158.00 2,10,948.00

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss/ matt/ suede finish with

DSR ITEM (2023)

11.3 high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S,

including cost of adhesive of approved quality.

DSR ITEM (2023) Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS:14587:1998 marked, to

9.156 frame, backing or studding with screws etc. complete ( Frames, backing or studding to be paid separately).

Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick conforming to

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

12 Paver Block at BOH of Hall 2 to 5 parallel to Craft Museum Lane

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by

block making machine with strong vibratory compaction, of approved size, design & shape, laid in required color

and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all

complete as per the direction of Engineer-in-charge.

Total Amount 66,51,762.65

Total Amount 66,51,762.65

Total Amount after correcting DSR rate with Modification factor of 0.973 64,72,165.06 64,00,736.15

Total Amount after correcting DSR rate with Modification factor of 0.973 64,72,165.06 64,00,736.15

Total Amount of Civil Work 1,28,72,901.21

Total Amount of Civil Work 1,28,72,901.21

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

13 Support for Overhead Ducts

Providing and fixing additional support for HVAC Ducts at ceiling level. All horizontal ducts shall be rigidly and

securely supported, in an approved manner, with hangers formed of galvanized steel wire ropes (gripple wire) and

galvanized steel angle/channel or a pair of brackets, connected by galvanized steel wire hangers under ducts,

13.1 NS-8 rigid supports may be provided at certain interval if need be.Support work in accordance with the best industry Nos. 800.00 1073.00 8,58,400.00

practice. Provide supports, hangers, auxiliary structural members and supplemental hardware required for support

of the work. including installation equipments and with all fittings like Corner Saddle, M10 Eyebolt with 2 nut and 2

Supply installation testing and Commissioning of 50 watt LED light IP 65 Heavy duty including clamping, fixing,

14 NS-9 supporting arrangement, power cabling, DB Board for Power distribution, main power cable, power switch etc. No. 50 10130.00 5,06,500.00

complete as per direction of Engineer In charge.

15 NS-10 Providing Scissor/Boom lift as per approved model by E-I-C for execution of work at various Heights 3 1,31,098.00 3,93,294.00

Supply installation testing and commissioning of self propelled SS Body Exhaust Fan of 300mm Dia having CFM

Capacity of 1000 CFM including fixing Brackets. (The cost of removal of Glass and refixing shall be paid extra)

17 Signages - Basement ,G.F. & F.F., Mezanine Floor etc of Exhibition Halls H 2 to H5.

SUPPLY & INSTALLATION OF ACRYLIC SIGNAGES OF VARIOUS SIZES , TYPES & specifications as given

below at various Locations of Exhibition Hall H2 to H5 as per approved make matching with the existing signages

.The cost of electric connections, wiring, sockets etc. from nearby power source is included in above cost

complete in all respect including the testing & commissioning of signages .

WAYFINDING SIGNS

17.1 NS-12.1 Wayfinding Sign-Face mounted-Single Sided-Lit 1500 X 300 mm no's 15.00 16375.00 2,45,625.00

17.2 NS-12.2 Wayfinding Sign- Projected-Double Sided-Lit 1500 X 300 mm no's 15.00 26816.00 4,02,240.00

17.3 NS-12.3 Wayfinding Sign- Projected-Double Sided-Lit 900 X 300 mm no's 15.00 19426.00 2,91,390.00

18 Re Distribution of rain water pipe from Hall 2 & 3

Construction of Syphonic Roof Drainage System in existing system to divert the storm water coming from

hall 2 and 3 roof system towards Gate 5C Sump. Including installation of piping system similar to existing

system and fitting arrangements necessary for connection

SYPHONIC ROOF DRAINAGE SYSTEM- PLUVIA SYPHONIC ROOF DRAINAGE SYSTEM

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

A Emergency Overflow Sets

B Pipes (Roof drainage systems)

18.3 NS-13.3 HDPE expansion socket with double flange: d=160mm PC 3 4431.00 13,293.00

18.4 NS-13.4 Electrofusion coupling: d=160mm PC 2 2045.00 4,090.00

18.5 NS-13.5 HDPE reducer, eccentric, long: d=200mm, d1=160mm PC 3 9947.00 29,841.00

18.8 NS-13.8 HDPE reducer, eccentric, long: d=315mm, d1=200mm PC 3 23503.00 70,509.00

18.9 NS-13.9 HDPE expansion socket: d=315mm PC 1 57403.00 57,403.00

18.10 NS-13.10 HDPE electrofusion coupling with integrated thermal fuse: d=315mm PC 7 32738.00 2,29,166.00

18.11 NS-13.11 HDPE double-flange bushing: d=315mm PC 1 15137.00 15,137.00

C Fittings (Roof drainage systems)

18.12 NS-13.12 Base plate, rectangular, two-hole, with threaded socket G: G=1/2″ PC 4 759.00 3,036.00

18.13 NS-13.13 Base plate, rectangular, two-hole, with threaded socket G: G=3/4″ PC 3 899.00 2,697.00

18.14 NS-13.14 Base plate, rectangular, two-hole, with threaded socket G: G=1″ PC 2 992.00 1,984.00

18.15 NS-13.15 Threaded pipe: G=1/2″, L=200cm, galvanized PC 2 6755.00 13,510.00

18.16 NS-13.16 Threaded pipe: G=3/4″, L=200cm, galvanized PC 2 12379.00 24,758.00

18.17 NS-13.17 Threaded pipe: G=1″, L=200cm, galvanized PC 2 32722.00 65,444.00

18.18 NS-13.18 Threaded pipe: G=1 1/4″, L=200cm, galvanized PC 1 43567.00 43,567.00

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

18.19 NS-13.19 Base plate, rectangular, two-hole, with threaded socket G: G=1 1/4″ PC 2 3858.00 7,716.00

18.20 NS-13.20 Pluvia suspension element: 3x5.4x1.6cm, PC 17 558.00 9,486.00

18.21 NS-13.21 Pluvia support rail: 4x6cm, M 30 6738.00 2,02,140.00

18.22 NS-13.22 Pluvia connection element: 18.4x5.8x4.8cm, PC 2 7065.00 14,130.00

18.23 NS-13.23 Pipe bracket with threaded socket G 1/2", adjustable: di=160mm, di1=168mm PC 4 883.00 3,532.00

18.24 NS-13.24 Pipe bracket with threaded socket G 3/4", adjustable: di=160mm, DN=150, di1=168mm PC 3 1425.00 4,275.00

18.25 NS-13.25 Pipe bracket with threaded socket G 1": di=315mm, G=1″ PC 2 3362.00 6,724.00

18.26 NS-13.26 Pipe bracket with threaded socket G 1 1/4”: di=315mm, G=1 1/4″ PC 2 4354.00 8,708.00

18.27 NS-13.27 Pluvia set of pipe brackets with electrofusion tape for anchor point (2 pc.): DN=300, di=315mm PC 12 23705.00 2,84,460.00

18.28 NS-13.28 Pluvia pipe bracket with socket M16: 18x3cm, di=315mm, DN=300 PC 11 5268.00 57,948.00

D Fastening material (Roof drainage systems)

18.30 NS-13.30 Threaded pipe: G=1/2″, L=200cm, galvanized PC 5 6755.00 33,775.00

Making core cutting in RCC slab/ RCC wall cutting for installation of rain water pipes and packing of core with thick

18.32 NS-13.32 sealant material. The thickness sealant material shall be equal to gap between OD of pipes and core. including

Operator, Helper, sealant work and Equipment charge

For core size (300mm): 250mm OD Pipe (In RCC SUMP WALL) Nos. 3 3009.00 9,027.00

DSR ITEM (2023) Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a

10.25 priming coat of approved steel primer using structural steel etc. as required.

10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete kg 500 123.6 61,800.00

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of

DSR ITEM (2023)

18.34 unserviceable material within 50 meters lead as per direction of Engineer - in charge. Cum 15 3551.25 53,268.75

Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides,

ramming of bottoms, depth up to 1.5m including getting out the excavated soil, and then returning the soil as

DSR ITEM (2023) required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming,

DSR 2.10 watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m.

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. Meter 130 352.15 45,779.50

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over

DSR ITEM (2023) areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting

2.6.1 All kinds of soil Cum 100 177.50 17,750.00

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

DSR ITEM (2023) exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all

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

DSR ITEM (2023)

18.38 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.

4.20.1 All works up to plinth level :

4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum Cum 10.00 8835.15 88,351.50

DSR ITEM (2023) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,

5.1 shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from natural sources)

DSR ITEM (2023)

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 150.00 392.15 58,822.50

DSR ITEM (2023) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

5.22 complete up to plinth level. Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 2000.00 107.85 2,15,700.00

DSR ITEM (2023) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in basement for Drain

DSR ITEM (2023)

Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 50 7132.25 3,56,612.50

DSR ITEM (2023)

18.43 Plastering 12 mm cement plaster of mix :

Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25

meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of

site, made with 40mm dia M.S. tube, placed 1.5 meter center to center, horizontal & vertical tubes joint with cup &

lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working

DSR ITEM (2023) platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or

18.44 applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, Sqm 100 338.25 33,825.00

connecting with the building etc, wherever required, if feasible, 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.

Commissioning and testing of 3 H.P Auto matic water drainage Sump pump with solid handling capacity

19 of 25mm at -8m basement of approved make Including startup, power cabling,valvues all the necessary

valves and accessories for operation.

Supply, installing, testing and commissioning of submersible open impeller non-clog pumps with C.I.body and to

TEFC submersible motor for 415 + 10% volts, 3 phase, 50 cycles A.C. power supply with mechanical seal, pump

connector unit with rubber diaphragm and bend,chain in built level controller, sequence running controller,

arrangement for both pumps together inacase of emergency, dry running Protection complete in all respects.,

testing and commissioning complete with approved quality and make as required as per instruction of site

Drainage Sump Pumps- 3HP (Pumps shall be installed in a set of two pumps, One working and One standby).

(Pumps to be suitable to handle solids upto 30 mm size)

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

Capacity - 1.5 LPS (Each)

Providing and fixing uPVC agricultural pipes conforming to IS:4985 (10Kg/Sqcm) including all fittings. Eg

19.2 NS 14.2 couplings, tees, bends, reducers and screwed adaptors jointing with solvent cement joint as per manufacturers

recommendations

Providing and fixing of GI clevis hanging clamps with EPDM rubber lining Zinc plated for support of uPVC pipe

19.3 NS 14.3 suspended from ceiling at every 1.5m with anchor fastener etc. including threaded rod of suitable dia. and length,

cost of making holes and making good the ceiling complete in all respects.

DSR ITEM (2023) Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a

10.25 priming coat of approved steel primer using structural steel etc. as required.

10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete kg 1000 123.6 1,23,600.00

Providing and fixing cast iron wafer type with SS grade disc butterfly valves (PN-16) complete with 2 nos. uPVC

matching flanges (Table-E),bolts, nuts, 3.0 mm thick insertion neoprene gasket.

Providing and fixing of cast iron dual plate wafer type check valves with SS grade disc (PN-16) including 2 nos.

uPVC matching flanges ( Table-E), nuts, bolts, 3.0 mm thick thick insertion neoprene gasket.

Supplying, installing, testing and commissioning controllers with low voltage relays, stainless steel probes and

PVC shroud wiring from tank top to probles of required.

For Sump Pumps: To start pump when water level is high in sump and shut off pump when sump is empty. Both

pumps are start when sump is over flowing.

Providing and fixing heavy duty unarmoured cables 1.1 KVA grade including necessary support clamps at

ceiling level and connection lugs complete in all respects.

Power cable Copper 4 core 2.5 sq.mm Meter 20 344.00 6,880.00

Providing and fixing heavy duty flexible cables 1.1 KVA grade including necessary support clamps at ceiling

level and connection lugs complete in all respects

Control cable copper 2 core 1.5 sq.mm Meter 20 173.00 3,460.00

Digitally signed by RAKESH

BoQ OF ADDITIONAL Work FOR HALL H2 TO H5 - FACILITY UPGRADATION WORK - AT ITPO, PRAGATI MAIDAN, NEW DELHI

S.No Item Code Item description Unit Quantity Rate Amount Amount

19.10 Providing & Fixing of PVC Conduit Pipe for laying of electric wires.

19.10.1 NS 14.9 25mm dia. conduit Meter 10 80.00 800.00

Making core cutting in RCC slab/ Brick wall cutting for installation of rain water pipes and packing of core with thick

19.11 NS 14.11 sealant material. The thickness sealant material shall be equal to gap between OD of pipes and core. including

Operator, Helper, sealant work and Equipment charge.

For core size (150mm) : 100mm OD. Pipe. (In SLAB) Nos. 2 2407.00 4,814.00

Design, manufacture, supplying, fixing in position, testing and commissioning of the following front operated

cubicle type, front access 2mm thick mild steel sheet, free standing, dust and vermin proof, switchboard with IP42

protection with hinged and lockable doors complete with interconnections, tinned copper crimping lugs, bonding to

earth and painting, suitable for use at 415 volts, 3 phase 4 wire 50 Hz system and suitable for a fault level of 25

MVA symmetrical at 415 volts.All switchboards shall have provision for entry of cables from the top or bottom as

required.All live accessible parts shall be shrouded and all equipment shall be finger touch proof. Padlocking

facility shall be provided on all outgoing feeders doors and switch handles shall be lockable in OFF position. For

19.12 NS 14.12 Drainage Sump Pump.One incoming main MCCB unit of 63 amps rating. Two MCB units of 25 amps. Two fully Nos. 1 41632.00 41,632.00

automatic DOL starters with push buttons and on/off indicating lights. One manual/auto/off switch. One single

phasing presenters. One panel type voltmeter with rotary selector switch for reading voltage between phases.

One panel type ampere meter. Three neon phase indicating lights on the incoming mains. Space for two liquid

level controllers. All internal wiring colour coded from incoming mains to various switchgear, starters, meters,

indicating lamps and bus bar with a changeover facility to run each pump alternatively with an alarm bell in case

of both pump’s running at one time. Switchgear offered must be compatible with the HP of the motors offered.

Motor control center as described above

Supply Installation Testing and Commissioning of Air curtains shall be industrial grade units suitable for

connection to a standard three pin power outlet. Air curtains shall be suspended from the ceiling directly over

doors on the internal side in locations shown on the drawings.(Data Sheets for the Air Curtain to be approved prior

Air Curtain Size 2 x 2.5m no 4 53393.00 2,13,572.00

Total Amount 11,99,932.25

Total Amount 11,99,932.25

Total Amount after correcting DSR rate with Modification factor of 0.973 11,67,534.08 66,50,370.00

Total Amount after correcting DSR rate with Modification factor of 0.973 11,67,534.08 66,50,370.00

Total Amount of MEP Work 78,17,904.08

Total Amount of MEP Work 78,17,904.08

Total Civil + MEP (DSR + Non DSR) 2,06,90,805.29

Digitally signed by RAKESH