Additional Works at Main campus of IIM Visakhapatnam.

S.No. Item Description (Horticulture & Elect.) Total Amount (Rs.) Remarks

11 PKG - K: Providing and laying of Additional waste water lines in Tower - A & B 10,60,810 - 66,976 11,27,786.21

PKG - L: Construction of Nursery with Shade net & its structure (300 sqm

approx) and store rooms (50 sqm) for Horticulture Works

PKG - M: Providing and fixing of Granite beading inside the Toilets of Tower

A, Tower B, Director Residence, Utility balcony sink and Guest House

PKG - N: Construction of additional Ramp near delegate lounge in the

PKG - O: Providing and laying of Pipe line insulation works of Domestic and

Hot water lines on the Terrace floor of Tower - A, B and Director Residence.

DSR 2025 Amounts

DSR 2023 Amount NDSR Amount

S.No. Item Description (Horticulture & Elect.) Total Amount (Rs.) Remarks

S.No. Item Description (Horticulture & Elect.) Total Amount (Rs.) Remarks

(Civil) (Rs.) (Rs.)

PKG - P: Creation of additional storage rooms inside the provisional lift space

in Academic Block - A & C by poviding deck slab

PKG - Q: Providing and fixing of Acrylic & LED Signage – I ❤ IIMV in the

PKG - R: Construction of Brick work masonry for closing of kitchen balcony

utiltiy shaft openings of Tower A & Tower B

PKG - S: Providing redundant HVAC system in Classroom and Meeting

rooms at Incubation Centre

21 PKG - T: Rectification of Tile drop in Faculty Residences - Tower A & B 2,24,122 - 26,560 2,50,681.66

22 PKG - U : Construction of RCC Boundary Wall behind Tower A & B 82,67,109 - - 82,67,109.34

23 PKG - V : Diversion of Vent pipes in Tower A & B above Terrace 7,629 - 45,400 53,028.64

24 PKG - W : Expansion of existing cafeteria in Ground Floor of Dining building 20,48,258 19,00,947 34,92,088 74,41,293.52

III Sub Total (DSR+NDSR) 4,98,72,633

Estimated Cost Put to Tender 4,98,72,633

IIM Visakhapatnam

Name of the work: Additional Works at Main Campus of IIM Visakhapatnam

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

A PKG - A: Development of Multi purpose outdoor event space near auditorium

1.0 1 CARRIAGE OF MATERIAL -

1.1 1.1 by mechanical transport including loading, unloading and stacking -

1.2 1.1.2(4) i) Beyond initial lead 50mt and upto 1.05 Km Cum 4,375.00 232.84 10,18,675.00 -

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

2.0 2.6 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and -

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

3.0 2.25 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and Cum 4,375.00 209.78 9,17,787.50 -

watering, lead up to 50 m and lift upto 1.5 m.

CEMENT CONCRETE (CAST – IN- SITU) -

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,

4.0 4.20 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.

4.1 4.20.1 All works upto plinth level : -

4.2 4.20.1.1 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) cum 24.07 9,456.26 2,27,612.18 -

5.0 REINFORCEMENT CEMENT CONCRETE WORK -

5.0 5.9 Centering and shuttering including strutting, propping etc. and removal of form. sqm - - -

5.1 5.9.1 Foundations, footings, bases of columns/ any elements etc. for mass concrete work sqm 78.63 419.72 33,002.58 -

Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and

binding all complete above plint level

6.1 5.22A.6 Thermo Mechanically Treated Bars of grade Fe-500D/550D/500 kg 1,218.14 115.43 1,40,609.90 -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Providing and laying in position ready mixed or site batched design mix cement concrete for

reinforced cement concrete work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve

durability and workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. In case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement.

(Note :- M.sand/Crushed sand shall be used with prior approval of engineer -incharge.

7.1 5.33.1.1 a)All works up to Plinth level. cum 12.18 10,172.93 1,23,906.29 -

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade

M10 made of C&D waste from approvedmanufacturer in foundation and plinth in:

8.1 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 76.80 7,906.57 6,07,224.58 -

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5

coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

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

10.0 10.28 necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required kg 268.80 826.70 2,22,216.96 -

size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose only weight of stainless steel members shall

beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing and laying flamed finish 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 (average) thick base of cement mortar 1:4 (1 cement : 4

11.0 11.55.1 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed sqm 50.40 3,410.73 1,71,900.79 -

with pigment of matching shade including rubbing, curing and polishing etc. all complete as

specified and as directed by the Engineer-in-Charge :

Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

12.0 11.24 Extra for pre finished nosing to treads of steps metre 168.00 770.51 1,29,445.68 -

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished,

machine cut for kitchen platforms, vanity counters, window sills, facias, riser of steps, and similar

locations of required size, approved shade, colour and texture laid over 20 mm thick base cement

13.0 8.2.2 mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching -

pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high

gloss finish etc. complete at all levels.

Granite stone slab of colour black, Cherry/Ruby red, Elite Brown, Cat Eye or equivalent.

14.0 10.20 Providing and fixing bolts including nuts and washers complete ( 30 mm dia bolts) kg 55.41 170.55 9,450.18 -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

SITC of 16M high mast shaft in THREE sections suitable for 50 m /secwind speed as per IS: 875

part-III, with head frame, winch mounting bracket, luminaries carriage suitable to install 16nos

Flood light luminaries in symmetrical attachments, raising lowering system comprisin double drum

15.0 NDSR - 1 winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual -

handle, junction box, lightening finial. including foundation bolts manufactured from special steel

along with nuts, washers, anchor plate and common template and 8 nos of 400 watts LED flood

lights, SINGLE dome aviation obstruction light and Outdoor stand mounted feeder pillar.

item is inclusive of Lighting fixtures - 8 Nos. 400 w LED Flood lighting fixtures from Havells or

equivallent from Bajaj or Philips

15.1 High mast as described above Each 2.00 6,12,410.00 - - 12,24,820.00

Supply of XLPE power cable of 1.1 kV grade aluminium conductor armoured cable of the

followng sizes complete as required - 4 X 16 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of

17.0 10.1 following size direct in ground including excavation, sand cushioning, protective covering and -

refilling the trench etc as required.

Supplying and making end termination with brass compression gland and aluminium lugs for

18.0 11.1 following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV -

grade as required.

Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing

19.0 5.2 masonry enclosure with cover plate having locking arrangement and watering pipe etc. with Each 2.00 7,658.00 - 15,316.00

charcoal/ coke and salt as required.

SOFTSCAPE WORKS - -

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto

05 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-

Providing & laying of Selection no. 1 Doob grass turf with earth 50mm to 60mm thickness of

existing ground prepared with proper level and ramming with required tools wooden and than

23.0 2.34 rolling the surface with light roller make the surface smoothen and light watering the same and sqm 3,500.00 113.70 - 3,97,950.00

maintenance for 30 days or more till the grass establish properly, as per direction of the officer-in-

PKG - B: Providing and applying the Solar Reflective Paint at Faculty Tower - A , Tower B

and Director Residence

Surface Preparation:

Existing screed / plastering surface will be made clean, dry, smooth, and free of contaminants

such as grease, coal tar and oil-based products remove without traces. All sharp edges, fins and

rough surfaces that could damage the membrane will be removed.

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Primer Application:Primer Application: Nitoproof WB Primer or Aquaflex Roof HR IN self

Priming equivalent product from Pidilite/MYK/Mapei. It is supplied in prepack system. This has to

dilute with water in the ratio of 1:1 / 1:2 as per site condition (1 part of WB/HR Primer and 2 parts

of water). The mixed material is applied on the prepared concrete surface by using a suitable

brush or sprayer or by roller. This will allow to seal the pores in the concrete and improves the

adhesion property for liquid applied

Providing and applying one-component, flexible, UV resistant, colour stable, acrylic modified

polyurethane hybrid elastomeric coating system Brushbond Roofguard Premium of fosroc or

Aquaflex Roof HR IN of Mapei or equivalent product from Pidilite /MYK/Mapei should be applied

to achieve a minimum thickness of 1mm DFT in 3 coats on properly prepared surface and can

be used as heat reflective waterproofing coating for roof and terraces and also can be used as

under tile waterproofing coating for wet areas. The product shall exhibit the following properties

1) Solids by volume: 50%;

2) Tensile strength (ASTM D412): >2 MPa;

3) Elongation (ASTM D412): 300%;

4) Tear strength (ASTM D624): 13 N/mm;

5) Adhesion to substrate with Primer (ASTM D4541): 2 MPa, concrete failure;

6) Crack bridging, static/dynamic (ASTM C836);

7) UV resistance/colour stability: 1000 hrs QUV-A (ASTM D4587) - Pass;

8) Solar Reflective Index: >100

Total of PKG - B - - 31,14,000.00

C PKG - C: Construction of Seating Gallery at Cricket Ground

1.0 CARRIAGE OF MATERIAL -

1.1 by mechanical transport including loading, unloading and stacking -

1.1 1.1.2(4) i) Beyond initial lead 50mt and upto 1.05 Km Cum 227.71 232.84 53,020.00 -

2.0 EARTH WORK -

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

2.0 2.6 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and -

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

3.0 2.25 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and Cum 638.54 209.78 1,33,952.92 -

watering, lead up to 50 m and lift upto 1.5 m.

4.0 CONCRETE WORK -

CEMENT CONCRETE (CAST – IN- SITU) -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

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,

4.0 4.20 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 : -

4.1 4.20.1.1 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Cum 33.29 9,456.26 3,14,798.90 -

5.0 REINFORCEMENT CEMENT CONCRETE WORK -

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

5.0 5.9.1 Foundations, footings, bases of columns/ any elements etc. for mass concrete work Sqm 153.46 422.93 64,902.84 -

6.0 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 677.60 901.73 6,11,012.25 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

7.1 5.22.6 Thermo Mechanically Treated Bars of grade Fe-500D or more kg 5,686.42 115.43 6,56,383.46 -

Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and

binding all complete above plint level

8.1 5.22A.6 Thermo Mechanically Treated Bars of grade Fe-500D/550D/500 kg 5,011.07 115.43 5,78,427.81 -

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

5.33 laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and -

reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. In case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement.

9.0 5.33.1 a)All works up to Plinth level. -

9.1 5.33.1.1 Concrete M-25 Grade with minimum cement content of 330kg/cum Cum 142.17 10,172.93 14,46,285.46 -

10.0 5.33.2 b)All works above plinth -

10.1 5.33.2.1 Concrete M-25 Grade with minimum cement content of 330kg/cum Cum 45.54 10,553.59 4,80,610.49 -

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade

M10 made of C&D waste from approvedmanufacturer in foundation and plinth in:

11.1 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 75.94 7,906.57 6,00,424.93 -

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5

coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

Total of PKG - C 52,27,895.09 -

PKG - D: Slope Protection Works at Cricket Ground (2 locations), Football Ground and at

Mini Amphitheatare.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15

1.0 2.28 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. sqm 2,560.00 36.55 93,568.00 -

2.28.1 All kinds of soil

2.0 16.72 Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. cum 576.00 1,065.86 6,13,935.36 -

Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones

3.0 16.73 having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding sqm 2,560.00 705.38 18,05,772.80 -

surface etc. all complete. (Payment for Stone to be made separately).

75 mm thick back filling for pitching including supplying of required materials and consolidation

etc. complete with :

5.0 16.74.2 Stone aggregate 20 mm nominal size sqm 2,560.00 187.30 4,79,488.00 -

6.0 16.74.3 Stone aggregate 40 mm nominal size sqm 2,560.00 184.47 4,72,243.20 -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Toe Wall for Stone Pitching Works -

7.0 4.20.1 All works upto plinth level : -

7.1 4.20.1.1 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Cum 7.80 9,456.26 73,758.83 -

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade

M10 made of C&D waste from approvedmanufacturer in foundation and plinth in:

8.1 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 20.80 7,906.57 1,64,456.66 -

Total of PKG - D 39,12,272.44 -

E PKG - E: Soft & Hardscaping works at Gate 1, 2 & 3

1.0 1 CARRIAGE OF MATERIAL -

1.1 by mechanical transport including loading, unloading and stacking -

1.1.2 A) Earth : -

1.1 1.1.2(4) i) Beyond initial lead 50mt and upto 1.05 Km Cum 36.00 232.84 8,382.24 -

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

2.0 2.6 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and -

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

3.0 2.25 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and Cum 36.00 209.78 7,552.08 -

watering, lead up to 50 m and lift upto 1.5 m.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road

roller including making good the undulations etc. and re-rolling the sub grade and disposal of

surplus earthwith lead upto 50 metres

Cutting road and making good the same including supply of extra

quantities of materials i.e. aggregate, moorum screening, red bajri and labour required

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 Engineerin-Charge.

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

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

7.0 16.69 except at sharp curve shall not to more than 5 mm), including making drainage opening wherever Cum 2.03 10,828.87 21,982.61 -

required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall

be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by

Engineer-in-charge).

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

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 ontraction/ 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 Engineer in-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.

Cement concrete manufactured in automatic batching plant (RMC plant) including transportation

to site in transit mixer

CEMENT CONCRETE (CAST – IN- SITU) -

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,

9.0 4.20 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 : -

9.1 4.20.1.1 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) cum 1.80 9,456.26 17,021.27 -

10.0 5.9 Centering and shuttering including strutting, propping etc. and removal of form. sqm - - -

10.1 5.9.1 Foundations, footings, bases of columns/ any elements etc. for mass concrete work sqm 32.40 419.72 13,598.93 -

Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and

binding all complete above plint level

11.1 5.22A.6 Thermo Mechanically Treated Bars of grade Fe-500D/550D/500 kg 200.00 115.43 23,086.00 -

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade

M10 made of C&D waste from approvedmanufacturer in foundation and plinth in:

12.1 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6.60 7,906.57 52,183.36 -

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished,

machine cut for kitchen platforms, vanity counters, window sills, facias, riser of steps, and similar

locations of required size, approved shade, colour and texture laid over 20 mm thick base cement

13.0 8.2.2 mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching -

pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high

gloss finish etc. complete at all levels.

Granite stone slab of colour black, Cherry/Ruby red, Elite Brown, Cat Eye or equivalent.

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5

coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

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

15.0 10.28 necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required kg 160.00 826.70 1,32,272.00 -

size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose only weight of stainless steel members shall

beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.).

SITC of Hot Dip Galvanized Octagonal Poles 9.00 Mtr. Long with Foundation Type Base Plate.

(Dimensions for pole as Top Diameter 70 - 100mm, Bottom Diameter 150-200 mm, Section

Length- 6000 mm, Thickness- 3 mm, Foundation Type Base Plate - Minimum size (250 X 250 X

16 mm). GI Arm Vertical Bracket 1500 mm long made of 42.1 mm dia 2.60 mm thick pipe to

accomodate 3 fixtures. Foundation Bolts (M24 X 750 MM-4 Nos)(Threaded Portion GI & Balance

Portion Painted).

Supply of XLPE power cable of 1.1 kV grade aluminium conductor armoured cable of the

followng sizes complete as required

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of

18.0 10.1 following size direct in ground including excavation, sand cushioning, protective covering and -

refilling the trench etc as required.

Supplying and making end termination with brass compression gland and aluminium lugs for

19.0 11.1 following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV -

grade as required.

Supply, Installatoin, Testing and commissioning of 100W LED Flood light

20.0 NDSR - 6 Make: Philips or equivalent Each 6.00 4,457.37 - - 26,744.21

BVP175 LED 110 CW (100W, 11000 lumens) or equivalent

SOFTSCAPE WORKS For Planter Box near Gate 1 - - -

Supplying and stacking of good earth at site including royalty and carriage

21.0 2.2 upto 5 km lead complete (earth measured in stacks will be reduced by cum 12.00 803.75 - 9,645.00

20% for payment).

Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto

05 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-

Providing & laying of Selection no. 1 Doob grass turf with earth 50mm to 60mm thickness of

existing ground prepared with proper level and ramming with required tools wooden and than

24.0 2.34 rolling the surface with light roller make the surface smoothen and light watering the same and sqm 80.00 113.70 - 9,096.00

maintenance for 30 days or more till the grass establish properly, as per direction of the officer-in-

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

PKG - F: Supply and Fixing of Openable mosquito mesh for the doors, providing the

F safety Grills for Windows at Faculty Tower A & Tower B and Safety Grills along the drive

way on south east corner of Tower - A

Providing & Fixing of SS Mosquito mesh for the Main doors & Utility balcony door at Tower A & B

of faculty residence.

1.0 NDSR - 7 Type : Openable Mosquito mesh system -

Frame material : Durable Aluminium powder coating.

Mesh material : SS Material with black color coat.

Hardware: Hinges, magnetic catch & handles.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,

including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer

MS Grills for Windows at Faculty Tower A & Tower B

Painting with synthetic enamel paint of approved brand and manufacture

to give an even shade :

3.1 13.61.1 Two or more coats on new work sqm 1,000.00 166.86 1,66,860.00 -

PKG - G: Providinng and laying of Full body vitrified Tiles in Main Building at 2nd, 3rd and

4th floor West Side Corridor.

Dismantling stone slab flooring laid in cement mortar including stacking of Serviceable material

and disposal of unserviceable material within 50 meters lead

Providing and laying full body vitrified tile in floor of minimum thickness 15 mm with water

absorption less than 0.06% and conforming to IS:15622, of approved make, brand and

manufacturer, laid on 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand) jointing

with grey cement slurry @3.30 kg / sqm including grouting the joints with white cement and

matching pigments etc. The slab must be cut with the zero chipping diamond cutter only. Laying of

slab will be done with the help of notch trowel, wedge, clips of required thickness, vacuum cups

for lifting, leveling system and rubber mallet for placing the slab gently and easily. Size of tile

800x2400 mm of all colours and shades.

Total of PKG - G 8,11,958.55 -

PKG - H: Supply and Fixing of SS Vertical Flats in Existing Hand Railings at Faculty

Towers & SS Bollards on the Footpaths at Main campus

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

1.0 10.28 necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required Kg 4,600.00 826.70 38,02,820.00 -

size, on the top of the floor or the side of waist slab with suitable 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.).

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Providing and fixing SS 304 grade bollards, 100 mm dia (4"), made from 1.6 mm thick SS sheet,

1.0 m height, including excavation, cement concrete foundation, removal and reinstatement of

paver blocks wherever it is required, and fixing in position complete, as per specifications and

directions of the Engineer-in-Charge

I PKG - I: Development of Childrens Play Area near Tower B

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm

1.0 16.7 including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as -

per the direction of Engineer-incharge.

Structural steel work in single section, fixed with or without connecting plate, including cutting,

2.0 10.1 hoisting, fixing in position and applying a priming coat of approved steel primer all complete. kg 61.00 142.35 8,683.35 -

MS angle for GI chain link Fencing (50mmx50mm x4mm thick) - 6 feet c/c

Painting with synthetic enamel paint of approved brand and manufacture

to give an even shade :

3.0 13.61.1 Two or more coats on new work sqm 729.00 166.86 1,21,640.94 -

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating

and dressing complete.

SOFTSCAPE WORKS For Planter Box near Tower B - - -

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto

05 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-

Providing & laying of Selection no. 1 Doob grass turf with earth 50mm to 60mm thickness of

existing ground prepared with proper level and ramming with required tools wooden and than

8.0 2.34 rolling the surface with light roller make the surface smoothen and light watering the same and sqm 432.05 113.70 - 49,124.09

maintenance for 30 days or more till the grass establish properly, as per direction of the officer-in-

J PKG - J: Development of Vehicular Parking area at Project Management Office

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

1.0 2.6 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and -

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

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 Engineerin-Charge.

With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath,

parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape,

made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm

thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver

3.0 16.91.1 blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the sqm 50.00 1,119.16 55,958.00 -

joints with sand and cutting of paver blocks as per required size and pattern, finishing and

sweeping extra sand. complete all as per direction of Engineer-in-Charge.

60 mm thick cement concrete paver block of M-35 grade with approved colour, design &

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

4.0 16.69 except at sharp curve shall not to more than 5 mm), including making drainage opening wherever Cum 1.52 10,828.87 16,459.88 -

required complete etc. as per direction of Engineerin-

charge (length of finished kerb edging shall be measured to calculate volume for payment).

(Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Total of PKG - J 1,39,093.35 -

K PKG - K: Providing and laying of Additional waste water lines in Tower - A & B -

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :

1.0 12.41 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for -

thermal expansion, (i) Single socketed pipes.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for

2.0 12.42 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.

a 12.42.1 Coupler -

12.42.6 Shoe (Plain) -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain

water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required

length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand)

and making good the wall etc. complete.

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.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal

of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall

be made separately and stacking of serviceable material within 50 metre lead as per direction of

Engineer-in-Charge

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line,

level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse

sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

(Old CC paver blocks shall be supplied by the department free of cost).

Excavating trenches by mechinical / manual means of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth,

7.0 2.10 including getting out the excavated soil, and then returning the soil as required, in layers not -

exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering,

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

2.10.1 All kinds of soil -

All kinds of soil -

Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

8.0 19.2 aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard -

PKG - L: Construction of Nursery with Shade net & its structure (300 sqm approx) and

store rooms (50 sqm) for Horticulture Works

1 CARRIAGE OF MATERIAL -

1.1 by mechanical transport including loading, unloading and stacking -

1.1 1.1.2(4) i) Beyond initial lead 50mt and upto 1.05 Km Cum 73.80 232.84 17,183.59 -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

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

2.0 2.6 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and -

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

3.0 2.25 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and Cum 73.80 209.78 15,481.76 -

watering, lead up to 50 m and lift upto 1.5 m.

CEMENT CONCRETE (CAST – IN- SITU) -

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,

4.0 4.20 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 : -

4.1 4.20.1.1 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) cum 10.51 9,456.26 99,385.29 -

5.0 REINFORCEMENT CEMENT CONCRETE WORK -

5.9 Centering and shuttering including strutting, propping etc. and removal of form. sqm - - -

5.0 5.9.1 Foundations, footings, bases of columns/ any elements etc. for mass concrete work sqm 16.68 419.72 7,000.93 -

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

thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

Pillars, Piers, Abutments, Posts and Struts

Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and

binding all complete above plint level

8.1 5.22A.6 Thermo Mechanically Treated Bars of grade Fe-500D/550D/500 kg 972.35 115.43 1,12,238.36 -

Providing and laying in position ready mixed or site batched design mix cement concrete for

reinforced cement concrete work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve

durability and workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. In case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement.

(Note :- M.sand/Crushed sand shall be used with prior approval of engineer -incharge.

9.1 5.33.1.1 a)All works up to Plinth level. cum 14.96 10,172.93 1,52,187.03 -

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade

10.0 26.69 M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to -

10.1 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 40.55 10,536.73 4,27,264.40 -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5

coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

12.0 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) sqm 221.48 356.78 79,019.63 -

Providing and applying white cement based putty of average thickness 1 mm, of approved brand

13.0 13.8 and manufacturer, over the plastered wall surface to prepare the surface even and smooth sqm 325.46 167.02 54,358.33 -

Wall painting with two coats of acrylic emulsion paint, having VOC (Volatile Organic Compound )

14.0 13.82.2 content less than 50 grams/ litre, of approved brand and manufacture, including applying Sqm 325.46 147.11 47,878.42 -

additional coats wherever required, to achieve even shade and colour.

Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the

manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved

brand & manufacturer, in all colours and shade, laid with cement based high polymer modified

quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness,

including grouting of joints (Payment for grouting of joints to be made separately).

Size of Tile 600x600 mm

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,

including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer

MS Grills for Windows at Faculty Tower A & Tower B

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer

coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with

G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats

of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or

curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size

and shape wherever required.

Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x

45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The

laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat.

Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the

three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided

at the bottom to steady the frame.

19.0 9.122 Providing and fixing to existing door frames - -

30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and

approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin,

20.0 9.122.1 moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and sqm 5.04 3,982.32 20,070.89 -

suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically

with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.

Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.

22.0 9.92 Providing and fixing chromium plated brass handles with necessary screws etc. complete -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead

free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded

profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm

for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly

reinforced with galvanized mild steel section made of required shape & size as per CPWD

Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever

required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of

minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve

for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and

necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred

cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for

fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent

finished wall shall be filled with weather proof silicon sealant over backer rod of approved size

and quality, all complete as per approved drawing conforming to CPWD specification & direction

of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be

as per design approved by Engineer-in-Charge.

Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high

performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall

be paid separately.

Note:- Structural design proof checked from a Government Engineering Institute, to be provided

by the manufacturer for :

(i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3

(ii) Sites with structure height more than 20m for all wind speeds

Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon

rollers with SS 304 body.

Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50

23.1 9.147.A1.1 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 sqm 2.88 8,882.26 25,580.91 -

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory

windows, all complete with :

Providing and fixing factory made post of MS Circular Hollow Section (CHS) of grade, YST 210-

240 as per IS 1161 : 2014 having external diameter of 76.10 mm, thickness 4.0 mm medium

grade and having weight 7.11 kg/metre with hot dip galvanised coating of minimum 360 GSM on

both side as per IS 4736, IS 2629 and ASTM A123 (as applicable) and thermoplastic powder

coating of minimum thickness 250 microns as per coating standard EN 10245 -1 and ISO 12944

(as applicable) of specified colour. The length of post shall be 3400 mm, of which 2700 mm

16.97 above ground level and 700 mm in the concrete block, provided at a distance of 2.50 m centre to -

centre placed in predetermined holes either in cast-in-situ cement concrete block of specified

grade with 10 mm diameter 300 mm long mild steel anchor rod tied with wire at bottom of post or

in precast CC block of specified grade of required size fixed with specified grade cementitious

non shrink grout as per direction of Engineer-in- Charge. The cost of precast or cast in situ

cement concrete block shall be paid for separately.

Coating requirements :-

The modular fence manufacturer shall have a facility for surface preparation of (Blast clean SA

2.5) and surface treatment (7 tank or 10 tank process) for better longevity of the coating

25.0 Type Test Certificate should be provided by the Fence Manufacturer for the quality of powder kg 1,184.53 194.21 2,30,047.57 -

coating and thermoplastic coating during supply of fence materials. Type Test Certificate should

be from a Government Institution like Central Electrochemical Research Lab.

The Fence Manufacturer shall have a valid applicator certificate for thermoplastic powder coating.

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Supply and fixing of UV stabilized garden net / shade net for greenhouse structure, complete with

26.0 NDSR - 11 cutting, stitching, fixing arrangements, tying wires/nylon ropes, and all necessary accessories sqm 660.00 161.00 - - 1,06,260.00

required for proper installation, as per drawings and directions of the Engineer-in-Charge.

Soft Scape Works -

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto

05 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-

PKG - M: Providing and fixing of Granite beading inside the Toilets of Tower A, Tower B,

Director Residence, Utility balcony sink and Guest House

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished,

machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of

required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4

(1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy

touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc.

complete at all levels.

8.2.2 Granite stone slab of colour black, Cherry/Ruby red -

Total of PKG - M 2,02,792.45 -

N PKG - N: Construction of additional Ramp near delegate lounge in the Auditorium

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal

of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall

be made separately and stacking of serviceable material within 50 metre lead as per direction of

Engineer-in-Charge

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade

M10 made of C&D waste from approvedmanufacturer in foundation and plinth in:

2.1 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 0.62 7,906.57 4,902.07 -

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

3.0 2.6 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and -

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

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,

4.0 4.20 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 : -

4.1 4.20.1.1 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) cum 1.01 9,456.26 9,550.82 -

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

5.0 5.33 laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and -

reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. In case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement.

5.33.1 a)All works up to Plinth level. -

5.1 5.33.1.1 Concrete M-25 Grade with minimum cement content of 330kg/cum Cum 1.26 10,172.93 12,817.89 -

Providing and laying flamed finish 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 (average) thick base of cement mortar 1:4 (1 cement : 4

6.0 11.55.1 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed sqm 12.00 3,410.73 40,928.76 -

with pigment of matching shade including rubbing, curing and polishing etc. all complete as

specified and as directed by the Engineer-in-Charge :

Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

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

7.0 10.28 necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required kg 92.40 826.70 76,387.08 -

size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose only weight of stainless steel members shall

beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.).

8.0 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) sqm 20.00 356.78 7,135.60 -

9.0 13.46 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 litre/10 sqm

Total of PKG - N 1,57,234.01 -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

PKG - O: Providing and laying of Pipe line insulation works of Domestic and Hot water

lines on the Terrace floor of Tower - A, B and Director Residence.

Supplying, installing and testing of 25mm thick nitrile rubber insulation with 24 gauge aluminium

1.0 NDSR - 12 clading on water piping and fitting like valves, flanges union, etc. as per the approved shop -

drawings and specifications.

Total of PKG - O - - 6,59,432.00

PKG - P: Creation of additional storage rooms inside the provisional lift space in

Academic Block - A & C by poviding deck slab

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,

1.0 10.2 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer Kg 615.12 143.10 88,023.67 -

2.0 10.20 Providing and fixing bolts including nuts and washers complete ( 30 mm dia bolts) Kg 72.69 170.55 12,397.28 -

Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS

277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid

3.0 26.65 including edge trim covered with concrete. This metal deck will be supported on structural steel Sqm 23.25 1,632.85 37,963.76 -

beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different

grade as per design will be paid separately).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete above plinth level.

4.1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 232.50 115.43 26,837.48 -

Painting with synthetic enamel paint of approved brand and manufacture

to give an even shade :

5.1 13.61.1 Two or more coats on new work Sqm 19.26 166.86 3,213.72 -

Providing and fixing double scaffolding system (cup lock type) on the exterior side of

building/structure, upto 25 metre height, above ground level, including additional rows of

scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed

1.5 metre centre to centre, 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

platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or

pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be

stiffened with bracings, runners, 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.

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

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

5.33 laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and -

reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. In case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement.

5.33.2 b) All works above plinth -

7.0 5.33.2.1 Concrete M-25 Grade with minimum cement content of 330kg/cum Cum 2.51 10,553.59 26,489.51 -

8.0 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sqm 156.60 356.78 55,871.75 -

Providing and applying white cement based putty of average thickness 1 mm, of approved brand

9.0 13.8 and manufacturer, over the plastered wall surface to prepare the surface even and smooth Sqm 203.40 167.02 33,971.87 -

Wall painting with two coats of acrylic emulsion paint, having VOC (Volatile Organic Compound )

10.0 13.82.2 content less than 50 grams/ litre, of approved brand and manufacture, including applying Sqm 203.40 147.11 29,922.17 -

additional coats wherever required, to achieve even shade and colour.

Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the

manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved

brand & manufacturer, in all colours and shade, laid with cement based high polymer modified

quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness,

including grouting of joints (Payment for grouting of joints to be made separately).

Size of Tile 600x600 mm

For Drilling the 16 mm dia hole and fixing the 12 mm dia bolt with Hilti RE 500 or equivalent

admixture as approved by EIC

Q PKG - Q: Providing and fixing of Acrylic & LED Signage – I ❤ IIMV in the Campus

30" (H) x 13' (L), made of Acrylic, LED modules and ACP sheet / GI channel support (one set of

Base with GI frame box of size 13' x 1' x 1', with ACP sheet on all sides

Total of PKG - Q - - 75,581.00

PKG - R: Construction of Brick work masonry for closing of kitchen balcony utiltiy shaft

openings of Tower A & Tower B

Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick

with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super

1.0 6.38 structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). cum 7.20 8,919.51 64,220.47 -

The rate includes providing and placing in position 2 Nos 6 mm dia M.S.

bars at every third course of masonry work.

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand

3.0 13.80 and manufacturer, over the plastered wall surface to prepare the surface even and smooth Sqm 86.40 167.02 14,430.53 -

Finishing walls with 100% Premium acrylic emulsion paint having VOC lessthan 50 gm/litre and

UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of

4.0 13.48A.1 required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats Sqm 86.40 193.99 16,760.74 -

applied @ 1.43 litre/ 10 sqm. Over and including priming coat of primer applied @ 0.90 litre/10

Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement

5.0 11.22 mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including sqm 1.79 1,579.07 2,826.54 -

pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished,

machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of

required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4

6.0 8.2.2 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy -

touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc.

complete at all levels.

Granite stone slab of colour black, Cherry/Ruby red

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine

7.0 8.3 polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- -

Total of PKG - R 1,89,698.01 -

PKG - S: Providing redundant HVAC system in Classroom and Meeting rooms at

Incubation Centre

Supplying, Installation, Testing and Commissioning of Air Cooled Cassette type Air conditioners

complete with Indoor unit(IDU), Out door unit (ODU), R-32/R410A/R-407 Green Refrigerant,

wireless Remote, inbuilt drain pump, suitable for 400/230V, 50 Hz ,1 /3 phase AC supply,

including surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric

nitrile rubber tubular pipe section) upto 5.5 Mtr (IDU to ODU), copper power and control cable

upto 5.5 Mtr (IDU to ODU) including drain pipe, the system shall be capable of performing cooling,

dehumidification, Air circulation, filteration & ventilation of following capacity with Scroll/rotary

1.0 32.4 compressor with min 5 year Original Equipment Manufacturer (OEM) warranty both compressor -

and Printed Circuit Board (PCB) as specified. The system shall be able to deliver 100% of the

rated capacity as per relevant IS Code. The lab testing reports as per IS: 1391 shall be submitted

from National Accreditation Board for Testing and Calibration Laboratories (NABL) accredited as

per International Electrotechnical Commission (IEC) 17025 standards/Central Power Research

Institute (CPRI)/ Electrical Research and Development Association (ERDA)with Original

Equipment Manufacturer (OEM) etc. complete as per CPWD specification and as per IS: 1391 as

Inverter Type- Cooling only -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Supplying , Installation, Testing and Commissioning of Air Cooled Hi Wall split type Air

conditioners complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper

Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3

Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU) i/c drain pipe R-32/R-410/ R-

407 Green Refrigerant, wireless Remote control, suitable for working between 180- 260V with low

& high voltage cutoff and 50 hz ,1 phase AC supply capable of performing cooling,

2.0 32.2 dehumidification, air circulation of following capacity with Scroll / rotary compressor. The system -

shall be able to deliver 100% of the rated capacity upto 42 0C. Min 5 year Original Equipment

Manufacturer (OEM) warranty both compressor and Printed Circuit Board (PCB). Must comply :

Electrical cable IS 694 or IS 9968 temperature sensing control IS /International Electrotechnical

Commission (IEC) 60730, hermetic compressor IS 10617, heat exchanger IS 11329, capacitor IS

2993 and motor IS 12615. Complete as per CPWD specification and IS : 1391 Part II 2023. The

system shall be able to operate up to 50 0C (out door ambient temperature).

Inverter Type - Cooling only -

Supplying, Installation, testing and commissioning including vaccumiazation and Nitrogen testing

of following nominal sizes of soft/hard drawn copper refrigerant piping for VRV/VRF system,

complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including

accessories, insulated with XPLE Class-O tubular insulation/with Class-O closed cell elastometric

nitrile rubber tubular sleeves sections of 19 mm thick insulation as given below for Suction and

Liquid lines, all accessories as per specifications etc. as required :

a 31.14.1 6.4 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm Mtr 20.00 256 - 5,120.00

b 31.14.2 9.5 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm Mtr 20.00 346 - 6,920.00

c 31.14.4 15.86 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm Mtr 20.00 615 - 12,300.00

d 31.14.5 19 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm Mtr 22.00 739 - 16,258.00

Drain piping :- Providing and fixing of CPVC, 6Kg/cm2 drain water piping with fittings, support and

4.0 insulated with 6 mm thick closed cell elastomeric nitrile rubber insulation complete as per -

Providing and fixing false ceiling at all heights 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 37mm, 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 25 mm 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

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

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:

12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board

with BIS certification marks)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand

6.0 13.80 and manufacturer, over the plastered wall surface to prepare the surface even and smooth Sqm 10.00 167.02 1,670.20 -

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic

7.0 13.83 Compound ) content less than 50 grams/ litre of approved brand and manufacture, including -

applying additional coats wherever required to achieve even shade and colour.

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile

8.0 13.85.3 Organic Compound ) content.With water thinnable cement primer having VOC content less than Sqm 10.00 79.15 791.50 -

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR

9.0 1.14 PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC -

conduit as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in

10.0 1.32 recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A Each 5.00 659.0 - 3,295.00

modular switch, connections etc. as required.

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray

(Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in

11.0 4.6 convenient sections, joined with connectors, suspended from the ceiling with two numbers GI -

Suspenders i/c base of suitable size GI angle, GI bolts & nuts, fastner etc as required with

required bends, T and reducers

11.1 4.6.3 225 mm width X 50 mm depth X 1.6 mm thickness mtr 10.00 991.0 - 9,910.00

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :

12.0 12.41 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for -

thermal expansion, (i)Single socketed pipes

T PKG - T: Rectification of Tile drop in Faculty Residences - Tower A & B

Taking out doors, windows and clerestory window shutters (steel or wood) including stacking

within 50 meters lead

1.1 15.13.1 Of area 3 Sq mtrs and below Each 64.00 153.59 9,829.76 -

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50

2.1 15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 80.00 78.56 6,284.80 -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by

mechanical means, including loading, transporting, unloading to approved municipal dumping

ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all

lifts involved.

Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the

manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved

brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1

4.0 11.41.A cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints -

with white cement and matching pigments etc. The tiles must be cut with the zero chipping

diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of

required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

11.41.A.1 Double charge vitrified tile polished finish of size -

Grouting the Joints of flooring tiles having joints of 3mm width, using epoxy grout mix of 0.70kg of

5.0 11.48 organic coated filler of desired shade (0.10) kg of Hardener and 0.20 kg of resin per kg), including -

filling/ grouting and finishing complete as per direction of Engineer - in - Charge

Wall painting with two coats of acrylic emulsion paint, having VOC (Volatile Organic Compound )

6.0 13.82.2 content less than 50 grams/ litre, of approved brand and manufacture, including applying Sqm 100.00 147.11 14,711.00 -

additional coats wherever required, to achieve even shade and colour.

Cutting the bottom portion to the required height, providing and fixing matching laminate edge

banding to the cut edge, and re-fixing the shutter in its original position, complete in all respects.

U PKG - U : Construction of RCC Boundary Wall behind Tower A & B

1 CARRIAGE OF MATERIAL -

1.1 by mechanical transport including loading, unloading and stacking -

1.1.2 A) Earth : -

1.0 1.1.2(5) i) Beyond initial lead 50mt and upto 1.05 Km Cum 1,514.93 139.14 2,10,787.36 -

2 EARTH WORK -

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

2.0 2.6 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and -

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

3.0 2.25 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and Cum 1,543.79 209.78 3,23,856.27 -

watering, lead up to 50 m and lift upto 1.5 m.

CEMENT CONCRETE (CAST – IN- SITU) -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

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,

4.0 4.2 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 : -

4.1 4.20.1.1 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Cum 47.77 9,456.26 4,51,725.54 -

5 REINFORCEMENT CEMENT CONCRETE WORK -

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

5.0 5.9.1 Foundations, footings, bases of columns/ any elements etc. for mass concrete work Sqm 194.05 422.93 82,069.57 -

6.0 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 1,235.85 901.73 11,14,403.02 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

7.0 5.22.6 Thermo Mechanically Treated Bars of grade Fe-500D or more kg 10,826.19 115.43 12,49,667.11 -

Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and

binding all complete above plint level

8.0 5.22A.6 Thermo Mechanically Treated Bars of grade Fe-500D/550D/500 kg 9,245.45 115.43 10,67,202.29 -

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

5.33 laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and -

reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. In case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement.

5.33.1 a)All works up to Plinth level. -

9.0 5.33.1.1 Concrete M-25 Grade with minimum cement content of 330kg/cum Cum 250.96 10,172.93 25,52,998.51 -

5.33.2 b)All works above plinth -

10.0 5.33.2.1 Concrete M-25 Grade with minimum cement content of 330kg/cum Cum 80.12 10,553.59 8,45,553.63 -

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5

coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement: 6 fine sand).

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for

22.4 construction/ expansion joints between two RCC members and fixed to the reinforcement with -

binding wire before pouring concrete etc. complete :

12.0 22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) rmt 20.00 350.68 7,013.60 -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Solid Concrete Blocks -

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade

M10 made of C&D waste from approvedmanufacturer in foundation and plinth in:

13.0 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 8.21 7,906.57 64,912.94 -

Total Carried Over to Summary -

Total of PKG - U 82,67,109.34 -

V PKG - V : Diversion of Vent pipes in Tower A & B above Terrace

Making circular RCC core cutting of 110 mm diameter in RCC slab/wall of any thickness using

mechanical core cutting machine, for insertion of UPVC pipe, including all labour, tools, removal

of cut material and making good the disturbed surfaces, complete as directed by Engineer-in-

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :

2.0 12.41 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for -

thermal expansion, (i) Single socketed pipes.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for

3.0 12.42 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.

4.0 NDSR -9 Y Bend -

Bore Packing For Overflow Pipes Preparing the inside surface of core and PVC /MS Pipe by

roughening using suitable Sandpaper to get better adhesion prior to packing works.

Cleaning the surface by wire brushing followed water jet to remove any laitance or loose flaky

particles.Providing necessary formwork for packing the bore using suitable arrangement

(depending upon site conditions). Applying a coat of styrene- butadiene based polymer coating

using Nitobond SBR/Planicrete SBR or equivalent product from Mapei/Pidilite/MYK to enhance

adhesion between the packing material and other surfaces. Packing the gap using non shrink

cement polymer-based grout using Conbextra GP2 / Mapefill GP IN or equivalent product from

Pidilite/MYK/Mapei the surface of the bore whilst the Nitobond SBR/Planicrete SBR is in tacky

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Stage - IV:Water Proofing System:

Providing and applying Fosroc NITOPROOF WB PRIMER & Nitoproof 630 PU of Fosroc or

epoxy primer Mapefloor I 900 & Purtop ONE IN of MAPEI (or equivalent product from

Pidilite/MYK/MAPEI) chemicals a single component pitch free polyurethane-based coating that

cures by reaction with atmospheric moisture to form a tough but flexible waterproofing membrane.

It is elastomeric, seamless waterproof membrane applied in 2 coats to DFT not less than 1.5 mm

thick @ 2.5 Kg per Sqm having a elongation capacity of over 500%, And primer to be applied

Termination to be done on wall extending the coating to min. 300mm height above the finished

floor level and sealed inside the groove of 20mm wide x 10mm thick flushed with polymer

modified mortar as per vendor recommendation. Laying 150gsm non-woven geo textile

membrane over Nitoproof 630 PU coating or Purtop ONE IN or equivalent product from

Fosrock/Pidilite/ MYK/MAPEI.

Providing screed concrete of minimum M15 grade shall be laid to slope as per roof layout

ensuring drainage of surface water, average thickness of the screed shall be 75mm by admixing

Conplast WL Xtra @200ML per bag of cement or Mapeplast Super or equivalent product from

Fosroc / Pidilite / MYK / Mapei.

W PKG - W : Expansion of Existing Cafeteria in Ground Floor of Dinning Building

1 CARRIAGE OF MATERIAL -

1.1 by mechanical transport including loading, unloading and stacking -

1.1 1.1.2(4) i) Beyond initial lead 50mt and upto 1.05 Km Cum 80.00 232.84 18,627.20 -

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

2.0 2.6 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and -

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

3.0 2.25 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and Cum 80.00 209.78 16,782.40 -

watering, lead up to 50 m and lift upto 1.5 m.

CEMENT CONCRETE (CAST – IN- SITU) -

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,

4.0 4.20 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 : -

4.1 4.20.1.1 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) cum 12.00 9,456.26 1,13,475.12 -

5.0 REINFORCEMENT CEMENT CONCRETE WORK -

5.0 5.9 Centering and shuttering including strutting, propping etc. and removal of form. -

5.1 5.9.1 Foundations, footings, bases of columns/ any elements etc. for mass concrete work sqm 10.00 419.72 4,197.20 -

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

Pillars, Piers, Abutments, Posts and Struts

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and

binding all complete above plint level

7.1 5.22A.6 Thermo Mechanically Treated Bars of grade Fe-500D/550D/500 kg 300.00 115.43 34,629.00 -

Providing and laying in position ready mixed or site batched design mix cement concrete for

reinforced cement concrete work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve

durability and workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. In case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement.

(Note :- M.sand/Crushed sand shall be used with prior approval of engineer -incharge.

8.1 5.33.1.1 a)All works up to Plinth level. cum 5.00 10,172.93 50,864.65 -

Supplying chemical emulsion in sealed containers including delivery as

specified.Premise(imidacloprid 30.5% m/m SC)

Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment

(excluding the cost of chemical emulsion) :

Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of

10.0 NDSR-20 the vertical surface of the substructure to a depth of 300 mm including excavation mtr 100.00 - 10.00 - - 1,000.00

channel along the wall & rodding etc. complete:

With Premise(imidacloprid 30.5% m/m SC), The Authorised applicator agency to provide a

guarantee for atleast 10 years from the date of the building handingover.

Providing and applying pre-constructional anti-termite treatment to the soil under floors

(excluding the cost of chemical emulsion) by treating the prepared and compacted sub-grade with

chemical emulsion @ one litre per hole of surface area before laying base concrete or sand bed,

11.0 NDSR-21 using Premise(imidacloprid 30.5% m/m SC) diluted with water to give 1% concentration, freshly Sqm 30.00 - 71.00 - - 2,130.00

prepared at site, applied uniformly by spraying to ensure complete saturation of the soil, all

complete as per IS:6313 (Part II) – latest and as directed by the Engineer-in-Charge,The

contractor shall provide a guarantee for up to 10 years from the date of project handover

Providing and laying factory made Precast concrete solid blocks of 200mm thickness of grade

12.0 26.68.1 m10 made of C & D waste from approved manfacturer in foundation and Plinth in cement mortar Cum 5.00 7,906.57 39,532.85 -

1:6 (1 Cement : 6 Coarse Sand)

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade

13.0 26.69.1 M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to Cum 14.00 10,536.73 1,47,514.22 -

Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2

14.0 4.11 coarse sand (Zone III) dervied from natural sources : 4 graded stone aggregate 20mm nominal Sqm 6.00 530.60 3,183.60 -

size dervied from natural sources)

15.0 13.3.2 20 mm cement plaster of mix - 1:6 (1 cement: 6 fine sand) Sqm 100.00 481.64 48,164.00 -

16.0 13.1.1 12mm cement plaster of mix - 1:4 (1 cement: 4 fine sand) Sqm 75.00 371.45 27,858.75 -

Providing and applying white cement based putty of average thickness 1 mm, of approved brand

17.0 13.80 and manufacturer, over the plastered wall surface to prepare the surface even and smooth Sqm 300.00 167.02 50,106.00 -

Wall painting with two coats of acrylic emulsion paint, having VOC (Volatile Organic Compound )

18.0 13.82.2 content less than 50 grams/ litre, of approved brand and manufacture, including applying Sqm 300.00 147.11 44,133.00 -

additional coats wherever required, to achieve even shade and colour.

Wall painting with one coats of acrylic emulsion paint, having VOC (Volatile Organic Compound )

19.0 13.82.1 content less than 50 grams/ litre, of approved brand and manufacture, including applying Sqm 120.00 98.47 11,816.40 -

additional coats wherever required, to achieve even shade and colour.

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the

manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved

brand & manufacturer, in all colours and shade, laid with cement based high polymer modified

quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness,

including grouting of joints (Payment for grouting of joints to be made separately).

Size of Tile 600x600 mm

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 37mm, at 1200 mm centre to centre, one flange fixed to

the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm 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

21.0 12.45 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 :

12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board

with BIS certification marks)

Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved

texture,design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light

Reflectance ≥ 85%,Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS

476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round

galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of

15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary

intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600

mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long

8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000

mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre

along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter

wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help

of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed

bottom portion of all T-sections used in false ceiling support system shall be pre-painted with

polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings

and as per directions of the engineer-in-charge.

With 16 mm thick beveled tegular mineral fibre Anti microbial false ceiling tile confirming to ISO 5

(class 100 ) specifications

Providing and laying flamed finish 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 (average) thick base of cement mortar 1:4 (1 cement :

4coarse sand) laid and jointed with cement slurry and 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 :

a) Flamed finish granite stone slab should match the existing granite

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Supply and Fixing of Glazing with DGU Glass 30mm thick factory-sealed Double Glazed Unit

(DGU) consisting of 6mm thick heat strengthened/ toughened outer glass pane, 16mm

24.0 NDSR-22 hermetically sealed air/argon-filled cavity with aluminium spacer containing molecular sieve Sqm 140.00 - 15,227.00 - - 21,31,780.00

desiccant, and 8mm thick toughened/heat-strengthened inner glass pane and Powder Coated

Aluminium Sections

Dismantling of existing Vitrified Tile work in Floors & Roofs laid in Cement Mortor Including

Stacking material with in 50 meters lead for thickness of tiles 10mm to 25 mm.

Dismantling stone slab flooring laid in cement mortar including stacking of Serviceable material

and disposal of unserviceable material within 50 meters lead

Demolishing of Cement Concrete manually/ by mechinacl means including disposal of material

27.0 15.2.2 within 50 meters lead as per direction of Engineer - in - charge cum 1.00 1,609.30 1,609.30 -

Nominal concrete 1:4:8 or richer mix (including equivalent design mix)

Demolishing brick work manually/ by mechincal means including stacking of serviceable material

28.0 15.7.4 and disposal of unserviceable material within 50 meters lead as per direction of Engineer - in - cum 2.00 2,205.03 4,410.06 -

charge In cement Mortar

Dismantling aluminium/ Gypsum partitions, doors, Windows, foxed glazing and false ceiling

29.0 15.57 including disposal of unserviceable material and stacking of serviceable material with in 50 Sqm 150.00 60.31 9,046.50 -

meters lead as directed by Engineer - in - charge

30.0 NDSR-23 Removing of Existing of SS railing Rmt 46.00 - 415.00 - - 19,090.00

31.0 NDSR-24 Removing of Steel door of Size 1500 x 2400mm with Frame No 1.00 - 2,769.00 - - 2,769.00

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal

of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall

be made separately and stacking of serviceable material within 50 metre lead as per direction of

Engineer-in-Charge.

Removing white or colour wash by scrapping and sand papering and preparing the surface

smooth including necessary repairs to scratches etc. complete

Supply, loading, unloading, transportation of Cafeteria Chairs

Preferred Model: Tango from Featherlite or equivalent from Wipro or Nilkamal

Suppy, loading, unloading, transportation, fixing of a Dining table of the following sizes-

Table top : 18mm thk prelaminated Hydrosheild table top.

Understructure:Table top is supported on MS Powder coated Square perform Legs which is

constructed by 50Sq-16g ERW tube acts as vertical member & supporting ms cross beam, which

is made of 40 x 20 16 gauge rectangular tube and connected to legs with aluminium die cast wing

31.1 OUTDOOR UNIT -

Supplying, Installation, Testing & Commissioning of Modular type Variable Refrigerant

Flow/Variable Refrigerant Volume air cooled Outdoor units suitable for cooling/heating having

100% hermetically sealed inverter type twin Rotary/Scroll Compressor(s),minimum two

compressors (with individual separate PCB) for above 14HP modules, microprocessor based

Controller, top discharge type condensing unit(s), with R-410-A Refrigerant or equivalent,

vibration Isolators with suitable foundation etc. complete as required. To have better efficiency

condensor fan shall be capable to operate at different speed with respect to load.The unit shall

36.0 deliver the rated capacity and in confirmation as per IS 18728:2024 and CPWD Specifications -

and work even at 50°C ambient temperature without tripping. The system shall be able to deliver

100% of the rated capacity upto 39 °C. The unit shall be suitable to work on 400V +/- 10%, 3

Phase, 50Hz AC power supply and BMS compatible. The unit shall be filled with first charge of

the refrigerant and ready for use as required. The condenser should be coated with a hydrophilic

film to prevent water accumulation on the surface of the heat exchanger, enhance water

dispersion, and reduce the risk of degradation, thereby improving overall performance and

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

The Indian Seasonal Energy Efficiency Ratio (ISEER) of the unit shall be as per Energy

Conservation and Sustainable Building Code (ECSBC) 2024 as below and complete as per

CPWD specification, connections, inter connections etc. as required. (For capacity <40 kWr

ISEER 5.4, Capacity > 40 and <70 ISEER 5.5, Capacity > 70 ISEER 5.6 for ECSBC Building).

For Cooling or Heating or Both -

Supplying, Installation, Testing and Commissioning of following minimum capacity 4 way Cassette

Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section

with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper

coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration

37.0 31.4 Corded remote control etc., suitable for operation on single phase 230 V ± 10%, 50Hz AC supply, -

complete, as required. The Indoor units must shut down upon receiving a singal from the BMS

System/Fire Singnals. The system shall be capable to adjust air flow as per room requirement in

auto mode. The cooling capacity of indoor unit will be at air inlet conditions of 27 0C DB and 19

0C WB temperature.

(Make will be same as of Outdoor)

Supply, Installation, Testing and Commissioning of Y/T/Multi Joints. Joints shall be of same

38.0 31.13 Original Equipment Manufacturer (OEM) make as of ODUs -

b 31.13.2 Outdoor Multi Joint Each 2.00 8098 - 16,196.00

COPPER REFRIGERANT PIPING -

Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of

following nominal sizes of soft/hard drawn copper refrigerant piping for VRV/VRF system,

complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including

accessories, insulated with XPLE Class-O tubular insulation/with Class-O closed cell elastometric

nitrile rubber tubular sleeves sections of 19 mm thick insulation as given below for Suction and

Liquid lines, all accessories as per specifications etc. as required :

a 31.14.12 41.27 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm meter 50.00 1368 - 68,400.00

b 31.14.10 34.9 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm meter 50.00 1286 - 64,300.00

c 31.14.5 19 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm meter 60.00 739 - 44,340.00

d 31.14.4 15.86 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm meter 60.00 615 - 36,900.00

e 31.14.3 12.7 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm meter 60.00 487 - 29,220.00

Communication and Remote Cable -

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in

40.0 1.2 surface/recess including cutting the wall and making good the same in case of recessed conduit -

Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor, single

core cable in the existing surface/ recessed steel/ PVC conduit as required.

Drain Pipe with Insulation -

Drain piping :- Providing and fixing of CPVC, 6Kg/cm2 drain water piping with fittings, support and

42.0 insulated with 6 mm thick closed cell elastomeric nitrile rubber insulation complete as per -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray

(Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in

convenient sections, joined with connectors, suspended from the ceiling with two numbers GI

Suspenders i/c base of suitable size GI angle, GI bolts & nuts, fastner etc as required.

a 4.6.4 300 mm width X 50 mm depth X 1.6 mm thickness Meter 30.00 1062 - 31,860.00

b 4.6.2 150 mm width X 50 mm depth X 1.6 mm thickness Meter 50.00 803 - 40,150.00

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray

"bends"(Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%,

44.0 4.7 in convenient sections, joined with connectors, suspended from the ceiling with two -

numbers GI Suspenders i/c base of suitable size GI angle, GI bolts & nuts, fastner etc as

a 4.7.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1.00 1368 - 1,368.00

b 4.7.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 1.00 1977 - 1,977.00

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray

"Tee"(Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in

45.0 4.8 convenient sections, joined with connectors, suspended from the ceiling with two -

numbers GI Suspenders i/c base of suitable size GI angle, GI bolts & nuts, fastner etc as

a 4.8.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 3.00 1486 - 4,458.00

b 4.8.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 3.00 2294 - 6,882.00

Electrical Work

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC

insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,

with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm

FRLS/HFFR PVC insulated copper conductor single core cable etc. as required

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in

recess, including providng and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2 Nos. 5/ 6 A

modular switch, connections etc. as required. (For light plugs to be used in non residential

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR

48.0 1.14 PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC -

conduit as required

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in

49.0 1.21 surface/recess including cutting the wall and making good the same in case of recessed conduit -

50.0 8.6 LED Panel light 2x2 ft. (System lumen efficacy ≥105 <120 lm/Watt) -

Digitally signed by DEEPAK

DSR/NDSR DSR 2023 rate (Civil) DSR Amount DSR Amount (E&M

S.No. ITEM DESCRIPTION UNIT TOTAL QTY (E&M and NON DSR NON DSR Amount

REF No (incl CF & CI) (Civil) and Horticulture)

Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material

and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%,

Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C,

internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10% , P. F.≥0.95,

IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life

time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with, 70% of initial

Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K /

4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3,

Maximum power consumption should not more than the specified rating and Fixture shall be of

relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing

on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC

insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year

OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and

all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be

as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of

aluminium housing such that LED junction temperature shall not rise above 90°C).

Powder Coated CRCA Sheet Body (Thickness >0.50 mm) -

Supply of XLPE power cable of 1.1 kV grade aluminium conductor armoured cable of the

followng sizes complete as required

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV

grade of following size on cable tray as required.

53.1 10.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Mtr 240.00 53.00 - 12,720.00

Supplying and making end termination with brass compression gland and aluminium lugs for

54.0 11.1 following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV -

grade as required.

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker

55.0 2.10 suitable for inductive load of following poles in the existing MCB DB complete with connections, -

testing and commissioning etc. as required.

b 2.10.5 Triple pole and neutral - 4 pole 32 Amps Each 2.00 1301.00 - 2,602.00

Supplying and fixing following rating, Four pole, (Three phase and neutral), 415 volts, residual

56.0 2.15 current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in the existing -

MCB DB complete with connections, testing and commissioning etc. as required.

57.0 Supply and laying of Copper Flexible Wire / cable of the followng sizes complete as required. -

Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB

distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned

copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without CBs and

incomer) as required.

Supplying and fixing TP sheet steel enclosure on surface/ recess along with 16/25/32 A 415 V

"C" curve TP MCB complete with connections, testing and commissioning etc. as required.

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

Digitally signed by DEEPAK