Development Of Panchdev Temple Precinct and Corridor Development Work Of Surrounding Religious Places in GMC Area.

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

12 2.01 SOR RA -2.01 Concrete (PCC) of grade - M15 Cum 2,966.00 4,666.60

Providing and laying in position Ready mix concrete/ batch mix concrete of

cement concrete (PCC) of grade - M15 cement concrete work, using cement

content as per approved design mix (Min cementitious level as per latest IS

shall be maintained) manufactured in fully automatic batching plant and

transported to the site of work in transit mixer for all lead having a continuous

agitated mixer, for reinforced cement concrete work including pumping from

transit mixer to site of laying; cost of admixtures in recommended proportions as

per IS: 9103 to accelerate, retard the setting of concrete, improve workability

without impairing strength and durability; finishing, compacting, vibrating, curing,

dewatering (if required), etc, including the cost of form work (if required) and

removal of formwork, dewatering (if required), etc. complete for all level, all

height/ depth and for all lead and lift and as directed by the Engineer.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

REINFORCEMENT CEMENT CONCRETE WORK

Ready mix concrete

Providing and laying in position Ready Mix concrete/Batch Mix concrete of

specified grade for reinforced cement concrete work, using cement content as

per the approved design mix (maintaining the minimum cementitious level as

per latest IS 456) manufactured in fully automatic batching plant and transported

to the site in transit mixer for all lead having a continuous agitated mixer. This

includes pumping from the transit mixer to the location on site where the

concrete is to be laid; cost of admixtures in recommended proportions as per IS:

9103 to accelerate/retard the setting of concrete, improve workability without

impairing strength and durability; finishing, compacting, vibrating, curing,

dewatering (if required), etc, excluding the cost of formwork and reinforcement,

complete for all elements, all floors, all level, any heights/depths, any lead and

lift as directed by the Engineer-in-charge.

13 2.02 5056 Concrete of M 25 grade Cum 2,745.00 5,035.97

14 2.03 5057 Concrete of M 30 grade Cum 1,241.00 5,227.97

Reinforcement for R.C.C.

Providing reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position, and binding (with GI wire), all complete for all leads

and lifts, all levels, all floors, all heights/depths, etc complete, as per drawings,

specifications and as directed by the Engineer-in-charge.

No separate payment shall be made for chairs, pins, lifting hooks, spacers,

wastage, rolling margin, and binding wire.

15 2.04 05014C, 5.4.11 Thermo-Mechanically Treated bars Fe 500 D Kg 4,67,870.00 77.29

CENTERING AND SHUTTERING

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Formwork using any type of suitable material and/ or proprietary system

Providing and fixing formwork using any type of suitable material and/or

proprietary formwork system to achieve a fair finished concrete with any shape

and any size in plan and elevation including centring, shuttering, strutting,

propping, and removal, etc. For all elements, all floors, all level, any heights/

depths, any lead and lift. The height of the propping and centring below

supporting floor to ceiling any height and removal of the same for in-situ

reinforced concrete and plain concrete work, etc complete and as directed by

the Engineer-in-charge. The area of shuttering in contact with the concrete

surface shall be measured for payment without considering any wastage.

No deductions in measurement shall be considered from the shuttering due to

the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for

forming such openings. also, in case of any type of cutouts/openings in the slab,

it shall not be measured for payment. However, Nothing extra shall be paid for

forming such openings

Where it is not specifically stated in the description of the item that formwork

shall be paid for separately, the rate of the RCC item shall be deemed to include

the cost of form work.

The measurements shall be taken separately for the following item.

16 2.05 09001AA, IN a) Form work for foundations, footings, bases of columns, sides of the raft, base Sqm 3,033.00 280.90

9.1 + PCC, Pile cap etc.

17 2.06 09001G1A, IN b) Formwork for Columns, Pillars, Piers, Abutments, Posts, Mullion and Struts Sqm 1,200.00 414.52

18 2.07 09001CA, IN c) Formwork for walls Sqm 1,494.00 342.70

9.1 RCC walls of any thickness including attached pilasters, buttresses, plinth, and

+ string courses, etc including the cost of tie bolt and heavy duty PVC pipe sleeve

09003CA, IN (above plinth), left in concrete spring coils and plastic cone assembly/ water

9.7 barrier tie rod assembly (below plinth, water retaining structures).

This includes removing the PVC cone, spring, sleeve, etc and grouting the same

with non-shrink grout/ready mix patch repair mortar for concrete, as directed by

the Engineer-in-charge. The length and diameter of the tie rod assembly shall

be as per the thickness and height of the wall. The Contractor shall get prior

approval of the tie rod assembly and water barrier.

(Horizontal/ vertical lines shall be matched for each shuttering panel).

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

19 2.08 09001B1A, IN d) Formwork for slabs including edges of slab, sloping roof, edges, suspended Sqm 1,372.00 365.88

9.1 floors, roofs, landings, balconies, shelves, chajja and access platforms etc.

20 2.09 09001H2A, IN e) Formwork for beams, lintels, sill, runner, copping, girders, plinth beams, Sqm 2,111.00 374.44

9.1 + invert beam, tie beams, bressumers and contilevers. etc.

21 2.10 09001M f) Formwork for stairs (excluding landings) except spiral-staircaces. Sqm 75.00 356.07

22 2.11 SOR RA -2.11 Exposed concrete formwork Sqm 88.00 739.07

Extra for providing and fixing formwork for exposed concrete surfaces with any

pattern (vertical or horizontal surface of any shape) to achieve the desired finish

for any element in the desired pattern and size as per the issued drawings and

specifications. This includes using any type of formwork material/suitable

proprietary formwork system (material/ system shall be approved by the

Engineer-in-charge before procurement) to achieve the desired finish as per the

approved sample for any type of RCC element including neat cleaning, grinding,

rendering the exposed concrete surface, as directed by the Engineer-in-charge.

The rate shall be applicable for all levels, all places, and all shapes and shall

include all necessary specialized centring/shuttering materials. The Contractor

shall submit a shuttering pattern/ shop drawing including tie-rod hole positions,

and Architectural grooves and cutout based on the Architectural intent with the

control line. this item shall be executed only after the shuttering pattern is

approved by the Architect and the Engineer-in-charge. The same kind of

shuttering material should be used for standard as well as residual sizes. These

areas shall be entirely free from honeycombing, stains, fins, lipping, nail or

screw marks, raised grain marks, air holes, or any other imperfections; bulging,

offsets, misalignment of the concrete and shall have an even shade, texture,

and level throughout. At the construction joints, the formwork should be tightly

fixed and securely anchored, close to the joints for seamless construction.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Mock-ups for all exposed work to be prepared by the Contractor and approved

by the Architect before mass execution work. The Architect reserves the right to

reject part or all of the work that is substandard or not conforming to the

approved sample as per the mock up. The Contractor shall get prior approval for

the reuse of the shuttering material for repetition from the Engineer-in-charge.

The rate shall also include the cost of providing Architectural grooves of

required size and pattern in concrete work as per the issued drawing, cut-out of

any size in concrete elements as per drawing, etc in formwork.

Providing accurate and clean holes by wet drilling of specified diameter in RCC

walls, slabs, beams, or any other RCC member, and any type of Masonry

element without vibration using a core cutting (diamond drilling) machine of an

approved make for laying service lines or other purpose including scaffolding,

safety measures, disposing of debris for all lead and lift, cleaning, making good,

providing epoxy mortar/micro concrete/patch repair mortar/ nonshrink grout for

grouting the gaps around the pipes, sealing the joints around the service pipes

with suitable material at all levels and heights, after approval of the Engineer-in-

charge. Measurement shall be taken for the depth of holes in running meters for

the specified diameter. Holes shall be made by an authorized approved agency.

Scanning of reinforcement/MEP services shall be carried out before core cutting

if required and as suggested by the Engineer in charge. The location of core

cutting shall be approved by the Engineer-in-charge.

23 2.12 MRA -2.12 Core cutting - Up to 52 mm dia. Rmt 10.00 2,698.16

24 2.13 MRA -2.13 Core cutting - Beyond 52 mm dia. up to 77 mm dia. Rmt 10.00 3,167.41

25 2.14 MRA -2.14 Core cutting - Beyond 77 mm dia. up to 102 mm dia. Rmt 10.00 3,636.66

26 2.15 MRA -2.15 Core cutting - Beyond 102 mm dia. up to 152 mm dia. Rmt 10.00 4,809.77

27 2.16 MRA -2.16 Core cutting - Beyond 152 mm dia. up to 202 mm dia. Rmt 10.00 5,396.33

28 2.17 MRA -2.17 Core cutting - Beyond 202 mm dia. up to 252 mm dia. Rmt 10.00 7,156.00

TOTAL CARRIED OVER TO SUMMARY

3.00 WATERPROOFING WORK

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1) All waterproofing treatment/work shall be executed through an approved

water-proofing agency of an approved manufacturer. The Contractor shall

submit technical data sheets for each product that will be used for execution.

2) The Contractor shall submit a methodology statement with all relevant details

in illustrative sketch form and get them approved by the Engineer-in-charge.

3) A written guarantee/bond on non-judicial stamp paper (tri-party) shall be

submitted by the main Contractor and provided by the principal manufacturer

and applicator, who has carried out the work. The guarantee/bond shall be for a

period of ten years from the certified date of completion of the overall work. The

guarantee shall be for a composite warranty against

leakages/seepage/dampness and for the satisfactory performance of the entire

waterproofing system.

4) Waterproofing shall be executed under the supervision of the technical team

of the manufacturer. Waterproofing shall be tested and approved by the

Engineer-in-charge before proceeding with subsequent activities.

5) The Contractor shall repair the concrete elements by injection grouting of

suitable non-shrink grout and other suitable methods in case of defective

concreting of retaining walls, water tanks, slabs, beams, etc., for which no extra

costs shall be payable.

6) Rate shall be inclusive of surface preparation, repairing, injection grouting,

saw cutting of construction joints and filling with patch repair mortar, making

polymer mortar/Polymer CC fillets at horizontal as well as vertical corners, etc

complete. The rate shall be inclusive of testing of elements and the system

before and after waterproofing application.

7) Rate shall be inclusive of dewatering work (pumping out and removing slush)

while execution in under water conditions.

8) The latest technical system/product shall be adopted at the time of execution.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

29 3.01 MRA -3.01 Waterproofing for Individual Foundation/Plinth beam/Pile cap/other Sqm 546.00 944.35

substructure element - Polyurethane coating

Providing and applying Liquid applied single component, pitch free PU

(Polyurethane) coating waterproofing system, to be applied to achieve a

minimum 1.2mm DFT with a required coat uniformly spread in the entire area of

isolated/combined footings/Raft Top surface/Plinth beams/Tie beams/Concrete

surface which are in touch with the soil and similar locations. The system shall

be executed as follows:

1) System includes proper surface preparation to remove loose dust, dirt, loose

mortar, curing compound etc., any deeper penetration must be removed by

mechanical means. New concrete should be allowed to cure for atleast 28 days

prior to coating. Surface preparation shall be done as per manufacturer's

specifications.

2) making fillet/provision of corner tape/sealing joints, holes using suitable

sealant and other detailing as required near all junction as per manufacturer's

3) after surface preparation, Application of water based epoxy primer shall be

applied using roller on concrete surfaces. The applied primer should be allowed

to reach tack free condition (4 to 5 hours) before applying single component PU.

PU (Poly Urethane) primer application shall be execute as per manufacturer's

recommendation.

4) After application of primer, single component PU coating shall be applied in

required coats to achieve 1.5 mm dry film thickness by using brush/roller

complete including all tools and tackles as per manufacturer’s specification. PU

waterproofing can be applied by roller, spray, or short hair brush.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

The PU (Polyurethane) coating system must deliver the following properties

1) Crack bridging of min 2 mm,

2) Elongation (ASTMD 412) – min 400 %

3) Tensile Strength (ASTM D412) min 1.5 N/mm2,

4) Recovery from Elongation (ASTM D412) min 80 %,

5) Solid Content - 85%

6)Tear Resistance (ASTM D624) – Min 15 Kn/m,

7) Shore A Hardness (ASTM D2240) Min

8) Water vapour transmission- 0.6 g/m2/hr,

9) Water Permeability @ 5 Bar (BS EN 12390)-Nil

10) Service Temperature – -40°C to 70°C, Flash Point > 70 °C, Viscosity-60p,

Specific Gravity-1.4

Cost includes all material, labour, T&P, and wastage involved to complete the

work in the item.

The Contractor shall submit a methodology statement with all details in

illustrative sketch form and get approval from the Engineer-in-charge.

Application shall be carried out by an approved applicator of the manufacturer

and as per the manufacturer's recommendation. The applied area of PU

(Polyurethane) coating as per the approved methodology (horizontal and

vertical) shall be measured for payment without any overlaps.

30 3.02 MRA -3.02 Waterproofing for RCC Raft Foundation/Below grade slab - HDPE-based Sqm 551.00 721.44

waterproofing composite sheet membrane

Providing & laying under the RCC Raft Foundation, a HDPE based

waterproofing white composite sheet membrane, at minimum 1.2mm thickness

(bare sheet thickness), when tested as per ASTM D 3767, consisting of high-

density polyethylene film/sandblasted surface, a pressure sensitive adhesive

and a trafficable weather resistant coating. The membrane shall form an

integral, adhesive, and permanent bond to poured concrete to prevent water

migration at the interface of the membrane and structural concrete and shall

include with overlaps to be treated with hot air welding technology to complete

the side laps and secure adjacent sheets. HDPE Membrane shall be applied

with the following steps and as per the manufacturer's recommendation:

1) Cleaning of PCC surface to remove dust, loose particles, etc with

compressed air or any other suitable technique depending on site conditions,

grinding any sharp edges, etc

2) HDPE membrane laid over PCC and continued over the side of the raft, the

vertical portion of the retaining wall and overlapped minimum 100 mm with

adjoining vertically applied membrane/waterproofing system for retaining

wall/vertical element(Confined/non confined RCC wall). the membrane shall be

terminated as per manufacturers specification i.e. termination over the kicker

joint, into a saw cut groove provided at an angle of 45 degrees to the vertical, to

tuck in the HDPE membrane and sealed off with a PU sealant.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

The membrane shall have the following physical properties:

1) Lateral Water Migration Resistance of at least 70 m as per ASTM D 5385, of

hydrostatic head pressure

2) An elongation of a minimum of 400% as per ASTM D

3) Tensile Strength minimum 25 MPa as per ASTM D

4) Peel strength to poured-in-place concrete after 7 days of water immersion:

>1200N/m – ASTM D

5) Lap peel adhesion minimum 800 N/m; ASTM D1876

6) The membrane shall have a puncture resistance, of not less than 890 N as

7) Water presence less than 0.1 perms as per ASTM E 96 Method B

8) Water absorption not exceeding 0.5% as per ASTM D

The Contractor shall submit a methodology statement with all details in

illustrative sketch form and get approval from the Engineer-in-charge before

commencement of work. Application shall be carried out by an approved

applicator of the manufacturer and as recommended by the manufacturer. The

actual laid area of the HDPE membrane (horizontal & vertical) shall be

measured for payment without considering overlaps.

31 3.03 MRA -3.03 Waterproofing for Retaining wall - two component Polyurea - Away from D Sqm 100.00 1,906.32

wall if any- 2-component Polyurea

Providing and applying spray applied, 2-component Polyurea over the retaining

wall on thoroughly mechanically prepared and cleaned surface to remove all

chipping and loose material and laitance by mechanical grinding, treatment of

cracks and honey combing by suitable repairing method as approved by the

Engineer-in-charge as per site conditions. Then the application of 2-component

Polyurea that shall be quick/fast setting, elastomeric waterproof, spray applied in

two coats to achieve a minimum 1.5 mm DFT by high-pressure spray

application, heated two component, spray proportioning equipment. The

proportioning equipment must be capable of supplying correct pressure and

heat for the appropriate hose length on a consistent basis. The Polyurea coating

system must deliver the following properties: Solids by Volume shall be 100%,

Tensile strength ASTM D412 >10 MPa , Tear Resistance ASTM D624C shall be

minimum 50 N/mm, Shore A Hardness (ASTM D2240) not less than

Elongation ASTM D412 > 400%, crack bridging ability of minimum 2 mm as per

ASTM C1305, and resistance to fire to std (EN 13501-1) Class E.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Protection Board in Verticals: Providing and installing of 8 - 10 mm thick HDPE

Dimple protection boards of approved quality over the layer of Polyurea/

Polyurethane using appropriate compatible adhesive/other fixing arrangement

as per manufacturers specification to prevent any damage to the membrane

during backfilling. The protection boards are to be spot-bonded on the applied

waterproofing. After applied protection board, backfilling shall be done within

hours of applied of protection board.

The Contractor shall submit a methodology statement with all details in

illustrative sketch form and get approval from the Engineer-in-charge. The

application shall be carried out by a registered applicator of the manufacturer

and approved by the Engineer-in-charge. Cost shall include all materials, labour,

T&P, wastage, etc. as mentioned above.

The applied area of Polyurea coating as per the approved methodology

(horizontal and vertical) shall be measured for payment without any overlaps.

32 3.04 MRA -3.04 Waterproofing for balcony/ small terrace area/ sloping roof - Polyurethane Sqm 515.00 1,026.46

Providing and applying single component, elastomeric PU (Polyurethane)

coating waterproofing system, to be applied at the required consumption rate to

achieve a minimum 1.5 mm DFT as per ASTM 6889 with a required coat

(minimum 2 coats) uniformly spread in the entire area of covered/noncovered

balcony, small terrace, and similar locations including adjacent vertical surface

with minimum 300 mm. The system shall be executed as follows:

1) Surface preparation shall be done as per manufacturer's specifications

followed by single-component PU waterproof coating

2) making fillet/provision of corner tape

3) PU (Poly Urethane) primer application as per manufacturer's

recommendation is included. in case of moisture content is not as per the

requirement, water based epoxy primer shall be used as per manufacturers

specifications.

4) PU waterproofing can be applied by roller, spray, or short hair brush.

Waterproofing shall cover the entire parapet wall/wall up to a minimum of

5) Laying Geotextile (non-woven polyester) membrane in 200 GSM, with a

minimum of 100mm wide overlap and on typical locations like wall & floor

junctions, rainwater down take pipes, etc. shall be embedded between two coats

as per the manufacturer's specifications.

6) Protection screed laid to slope which shall be paid under relevant BOQ items.

7) All type of down take/RWH pipe and other services opening shall be treated

as per manufacturers specifications.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

The PU (Polyurethane) coating system must deliver the following properties:

1) Tensile Strength - minimum 2.0 Mpa as per ASTM D

2) Crack bridging capacity - minimum 1.5 mm as per ASTM C836

3) An elongation of a minimum of 400% as per ASTM D

4) Solids by Volume >85%

Cost includes all material, labour, T&P, geotextile, and wastage involved as

mentioned in the item except protection of the concrete screed.

The Contractor shall submit a methodology statement with all details in

illustrative sketch form and get approval from the Engineer-in-charge.

Application shall be carried out by an approved applicator of the manufacturer

and as per the manufacturer's recommendation. The applied area of PU

(Polyurethane) coating as per the approved methodology (horizontal and

vertical) shall be measured for payment without any overlaps.

33 3.05 MRA -3.05 Waterproofing for Toilet, Wet area, water tank, Lift pit, Small Sqm 146.00 733.21

terrace/sloping roof & Misc. areas

Providing and applying Two-part acrylic polymer modified cementitious

elastomeric waterproof coating (Without dilutation) of minimum 1.5mm thickness

DFT having minimum 1 N/mm2 tensile strength, and consumption as per

manufacturers specifications. The coating shall have an elongation of a

minimum of 120% when tested as per ASTM D 412 resisting 5 bars hydrostatic

pressure as per DIN 1048 and having crack bridging ability of up to 2mm.

Thorough surface preparation to be carried out by mechanical means to level

and plain the surface of walls and floors of the toilet areas, Wet area, water tank,

Lift pit, Small terrace & Misc. areas. All cracks and crevices shall be filled and

made good to receive waterproof coating treatment The coating shall cover all

the floor area of the wet area (toilet) and shall also be applied over the vertical

walls for a minimum of 300mm height above the floor in two or more coats to

achieve the required thickness. The periphery of the wet area shall be

additionally reinforced with an extra third coat of the coating with a Fiber band

(glass Fiber mesh of minimum 80 gsm) sandwiched between the first and the

second coat, which shall also be done around protrusions (pipes) meant for

plumbing purposes. The last coat (second/ third coat) when wet, shall be

sprinkled with clean and washed sand, to facilitate the floor screed or plaster.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Pipe inlet / outlet treatment (at all locations)

1) The pipe shall be roughened using suitable sand-paper to get better adhesion

condition, to provide slightly rough surface for bonding.

2) Preparing the inside surface of core by roughening using suitable sand-paper

to get better adhesion prior to packing works.

3) Cleaning the surface by wire brushing followed water jet to remove any

laitance or loose flaky particles.

4) Applying a coat of Epoxy bonding agent on the pipe and core surface to

enhance adhesion between the packing material and other surface.

5) After 30 minutes of primer application, fill the core area with prepacked non-

shrink cementitious, free flow, high strength grout material of proprietary make to

seal the annular gap around pipe periphery and core cut in the wall. Before

grouting, the pipes shall be wrapped with a two-way self-adhesive tape at least

50mm wide and then grouted to fill in the grout, ensuring total watertight

plumbing fittings.

6) Curing shall be as regular practice for concrete member.

Pipes being fixed for plumbing shall be fixed in holes that are mechanically core

cut, more than the diameter of the pipes.

The Contractor shall submit a methodology statement with all details in

illustrative sketch form and get approval from the Engineer-in-charge.

Application shall be carried out by the approved applicator of the manufacturer

and as per the manufacturer's recommendation The actual applied area on the

floor & wall shall be measured for payment. Cost includes all material (for

surface preparation, coating, and hole packing), labour, T&P, and wastage

involved as mentioned in the item.

34 3.06 MRA -3.06 M25 Grade concrete screed for levelling Cum 63.00 6,104.09

Supplying and laying M25 grade vibrated concrete screed in proper slope and

gradient including saw cutting (approx. 6mm W x 30mm D) at 3m x 4m panels or

less size, making angle fillet of 50mm x 50mm at the corners using M25 grade

concrete and filling the grooves with PU sealant (minimum 20 mm depth over

PE backer rod). If Screed concrete shall be laid over on existing concrete

surface, a bonding agent shall be applied before laying of concrete. Cost

includes all material, labour, T&P, and wastage involved as mentioned in the

item. Reinforcement, if required, shall be paid under relevant agreement items.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

35 3.07 MRA -3.07 Integral crystalline admixture - RCC structures Kg 3,584.00 99.71

Providing and mixing integral crystalline admixture for waterproofing treatment

to RCC structures like basement rafts, retaining walls, sewage & water

treatment plant, tunnels/subway, etc. at the time of transporting of concrete into

the drum of the ready-mix truck/ at RMC plant as per direction of the Engineer-in-

charge, using integral crystalline admixture @ 0.80% (minimum to the weight of

cementitious content per cubic meter of concrete) or as recommended by the

manufacturer's specifications. The material shall meet the requirements as

specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more

than 90%, compared with control concrete as per DIN 1048 and resistant to

bar hydrostatic pressure. The crystalline admixture shall be capable of self-

healing of cracks up to a width of 0.50mm. The work shall be carried out as per

specifications and the directions of the Engineer-in-charge.

36 3.08 MRA -3.08 lightweight AAC bats - filling in sunken slab Cum 30.00 3,968.36

Providing and filling lightweight AAC bats (of size 40-60 mm) with cement

mortar mixed in the ratio 1:3:6 (1 cement : 3 coarse sand: 6 block bats) including

mixing of approved waterproofing compound in recommended proportion. The

laid AAC bat mix shall be well-rammed and compacted as required. Further, the

surfaces shall be screeded with cement concrete mix 1:1.5:3 (1 cement:

coarse sand : 3 stone grit of size 6 mm and below by volume) admixed with

approved integral waterproofing compound in recommended proportion, laid to

an average thickness of 25mm and finished smooth or ready to receive finish

material as specified. Care shall be taken prior to filling all pipes passing

through the sunk portion such that the pipes are pressure tested by maintaining

pressure for 24 hours. Junctions of pipes passing through walls, and slabs shall

be well grouted and sealed.

This shall be tested by ponding water for the required depth and maintaining it

for 72 hours. (Rate includes the cost of AAC bats, cement mortar, top screed,

and labour charges for working at all levels, leads, and heights). For payment,

the area of the sunken slab and the depth of filling including the thickness of the

screed shall be measured.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

37 3.09 MRA -3.09 China Mosaic flooring Sqm 500.00 1,173.12

Providing & laying china mosaic flooring for plain and curved surfaces,

comprising of 20 to 25 mm size broken white/colour pieces of ceramic/glazed

tiles laid over 12 to 15mm thick cement mortar, 1:4 (1 cement: 4 coarse sand)

bedding including applying cement slurry at the rate of 2.75 kg per sqm on plain

or sloped surfaces with joints not exceeding 5 mm, including filling the gaps with

white cement mixture & mixing with synthetic polyester fiber, triangular in shape

having specific gravity of 1.34 to 1.40, cross-section size ranging from 10 to

micron & length up to 6mm, mixing fiber @ 125 grams per 50kg of cement in

cement mortar, including providing and mixing waterproofing material in mortar

@ 1 kg per 50 kg of cement, all complete as per the direction of the Engineer-in-

charge. The flooring shall be tampered with a wooden rammer not exceeding

Kg in weight to bring the mortar up to the surface, including rounding of the

junctions and extending them up to 150 mm. along the parapet wall. The rate

shall include bands if a different colour is used, any pattern or design as per

drawing and direction, making vata/ fillet, curing, cleaning with water and oxalic

acid, etc. complete. Only the Plan area shall be measured for payment without

considering any wastage.

38 3.10 MRA -3.10 Food-grade epoxy coating for the water tank Sqm 434.05

Providing and applying food-grade epoxy coating treatment to the water tank on

the inside surface after proper surface preparation. Food grade epoxy shall be

applied over the plastered surface with one coat of epoxy or PU primer and two

coats of Solvent-free food-grade epoxy resin coating @ 200 microns DFT in

coats, etc. complete, including all tools and tackles as per the manufacturer’s

specifications. Food grade epoxy coating shall have adhesive bond strength - >

1 Mpa, Pot life of 30 min @ 30 °C and cured film shall be non-toxic and shall

meet the requirements of IS: 9833:1981. The Contractor shall carry out the

application of polymer modified vatta/fillet at the floor-wall junctions prepared

using SBR and filling pipe cut-outs using Non-shrink cementitious grout etc. The

Contractor shall furnish 10 years warranty for the coating. The application shall

be carried out by an approved applicator of the manufacturer and as per

recommendations of the manufacturer. The actual applied area of epoxy coating

shall be measured for payment. The rate shall be inclusive of surface

preparation, fillet making, pipe cut-out filling, and epoxy coating with primer

application, but excluding plaster and waterproof coating & treatment if any

under the plaster which shall be payable under relevant agreement items.

TOTAL CARRIED OVER TO SUMMARY

4.00 MASONRY WORK

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1) Masonry work shall be carried out for all floors, all levels, all heights, and all

places including loading, unloading, stacking, transporting, hoisting, and

erecting by any means (mechanical or manual).

2) The Contractor shall grout all cavities, and holes/gaps in the masonry with

suitable mortar as suggested by the Engineer-in-charge and making good the

required finish at no extra cost.

39 4.01 06001BA, IN Providing and laying brick masonry in the substructure, foundation & below Cum 1,136.00 4,244.85

6.12 the plinth using common burnt clay bricks conforming to IS 1077-1992, having

a compressive strength of not less than 35 kg/sq.cm in cement mortar 1:5 (1

cement: 5 coarse sand) in any shape, any thickness including finishing, curing,

scaffolding racking out the joints/ flush jointing, etc. complete for all

depths/heights, as per the issued drawings and as directed by the Engineer-in-

40 4.02 06001BA + Providing and laying brick masonry in the superstructure using common burnt Cum 247.00 4,533.57

06006B, IN clay bricks conforming to IS 1077-1992, having a compressive strength of not

6.12 less than 35 kg/sq.cm in cement mortar 1:5 (1 cement: 5 coarse sand) in any

shape, any thickness, including finishing, curing, scaffolding racking out the

joints/ flush jointing etc. complete for all levels, all floors, all heights, as per the

issued drawings and as directed by the Engineer-in-charge.

41 4.03 06008A2, IN Providing and laying half brick masonry in the superstructure using common Sqm 63.00 685.79

6.3 burnt clay building bricks, having a compressive strength of not less than

+ Kg/cm2 in cement mortar 1:4 (1- Cement: 4 -fine sand) in any shape, any

06010B thickness, including finishing, curing, scaffolding racking out the joints/ flush

jointing, etc. complete for all levels, all floors, all heights as per the issued

drawings and as directed by the Engineer-in-charge.

GLASS BRICK MASONRY WORKS

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1) The same manufacturer is required for the different types of glass bricks from

the approved make list.

2) The Contractor shall get approval of the loose sample from the Architect

before execution.

3) The stability and water tightness of the glass brick masonry work shall be the

Contractor's responsibility.

4) The Contractor is required to submit a methodology statement for glass brick

masonry work for approval before mass execution.

5) Glass bricks shall be well packed during transportation as per the

manufacturer's specifications, to avoid damage. Damaged bricks shall not be

used for execution.

6) The gap between the glass brick masonry work and the adjacent elements

(RCC/Masonry/drywall/steel etc.) shall be filled (on both sides) with a suitable

sealant. Water ingress shall not be allowed from the joints. The Contractor is

responsible for ensuring the same.

42 4.04 MRA -4.04 Providing and fixing 190 mm (Length) x 190 mm (breadth) x 80 mm Sqm 13.00 7,007.43

(thickness) glass bricks of an approved make, shade, finish/texture, design,

and scaffolding for all levels, all floors, all heights, in true line, level and plumb

as per the issued drawings/specifications and as directed by the Engineer-in-

charge, etc and as per the following :

1) Drilling holes of required Dia in the periphery of the opening to fix 5mm GI

wire (2 no holes @ 200c/c in both directions).

2) GI wire shall be embedded in the holes and grouted with rebaring chemicals

of an approved make.

3) 2 no. GI wires shall be provided with PVC spacers (for provision of groove) in

each joint - horizontal as well as vertical.

4) Glass bricks to be fixed with suitable white/transparent adhesive of an

approved make and/or polymer-based white cement mortar 1:2 (1 white cement:

2 sand + white marble dust), in approximately 10mm thickness.

5) The glass bricks shall be fixed with the placing of GI wires vertically as well as

horizontally after passing through the spacer and having a minimum lap length

6) Joints along the periphery of the glass bricks shall be filled with weather

silicone sealant of an approved make and colour.

7) All the grooves (both sides) between the glass bricks shall be smoothly

finished with paste/putty of white cement and polymer for water tightness.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

43 4.05 MRA -4.05 Providing and fixing 190 mm (Length) x 90 mm (Width) x 80 mm (thickness) Sqm 5.00 22,184.20

glass bricks of an approved make, shade, finish/texture, design, and

scaffolding for all levels, all floors, all heights, in true line, level and plumb as per

the issued drawings/specifications and as directed by the Engineer-in-charge,

etc and as per the following:

1) Drilling holes of required Dia in the periphery of the opening to fix 5mm GI

wire (2 no holes @ 200c/c in both directions).

2) GI wire shall be embedded in the holes and grouted with rebaring chemicals

of an approved make.

3) 2 no. GI wires shall be provided with PVC spacers (for provision of groove) in

each joint - horizontal as well as vertical.

4) Glass bricks to be fixed with suitable white/transparent adhesive of an

approved make and/or polymer-based white cement mortar 1:2 (1 white cement:

2 sand + white marble dust), in approximately 10mm thickness.

5) The glass bricks shall be fixed with the placing of GI wires vertically as well as

horizontally after passing through the spacer and having a minimum lap length

6) Joints along the periphery of glass bricks shall be filled with weather silicone

sealant of an approved make and colour.

7) All the grooves (both sides) between the glass bricks shall be smoothly

finished with paste/putty of white cement and polymer for water tightness.

44 4.06 MRA -4.06 Providing and fixing 190 mm x 80 mm corner glass bricks of an approved No. 5.00 3,225.99

make, shade, finish/texture, design, and scaffolding for all levels, all floors, all

heights, in true line, level and plumb as per the issued drawings/specifications

and as directed by the Engineer-in-charge etc and as per the following:

1) Drilling holes of required Dia in the periphery of the opening to fix 5mm GI

wire (2 no holes @ 200c/c in both directions).

2) GI wire shall be embedded in the holes and grouted with rebaring chemicals

of an approved make.

3) 2 no.GI wires shall be provided with PVC spacers (for provision of groove) in

each joint - horizontal as well as vertical.

4) Glass bricks to be fixed with suitable white/ transparent adhesive of an

approved make and/or polymer-based white cement mortar 1:2 (1 white cement:

2 sand + white marble dust), in approximately 10mm thickness.

5) The glass bricks shall be fixed with the placing of GI wires vertically as well as

horizontally after passing through the spacer and having a minimum lap length

6) Joints along the periphery of the glass bricks shall be filled with weather

silicone sealant of an approved make and colour.

7) All the grooves (both sides) between the glass bricks shall be smoothly

finished with paste/putty of white cement and polymer for water tightness.

TOTAL CARRIED OVER TO SUMMARY

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

5.00 PLASTERING WORKS

1. Items for plaster works is included the Providing and fixing G.I. hexagonal

chickenmesh of size 20mm x 20mm of 22 gauge at junction of concrete and

brick work or between different materials after making "V" grove between two

different material surface and filled with rich cement mortar and @ 100mm on

each side of surfaces including necessary "U" nails/ screws/ washers with cleats

for fixing, overlaps, curing, scaffolding etc complete for all floors/ all levels/ all

heights/ all shapes as per direction of Engineer-in-charge without any extra cost.

2. Items for plaster works is included the Providing and fixing 145 GSM of

minimum 150mm wide fiberglass mesh with alkali resistant coating shall be

fixed at chasing areas of plumbing and electrical works, at corners and door and

window joints as per manufacturer's specification after making "V" grove

between two different material surface and filled with rich cement mortar and @

100mm on each side of surfaces including necessary "U" nails/ screws/ washers

with cleats for fixing, overlaps, curing, scaffolding etc complete for all floors/ all

levels/ all heights/ all shapes as per direction of Engineer-in-charge.

42 5.01 17001A 08 mm thick Cement mortar plaster Sqm 723.00 211.98

+ Providing and applying an average 08mm mm thick single coat cement plaster

17004A and finishing with a trowel, on the ceiling, side, and soffit of beam and stair, etc

+ in cement mortar 1:3 (1 cement : 3 coarse sand), in any shape, at all floors, all

17006 heights with necessary scaffolding, curing, application of bonding agent/making

grooves, forming pattas, application of bonding agent/ hacking RCC surface

properly, etc. complete as directed by the Engineer-in-charge.

43 5.02 17002A 12 - 15 mm thick plaster - cement mortar Sqm 6,433.00 236.03

+ Providing and applying 12 to 15 mm thick plaster (smooth or wire-finished

17004A plaster) of cement mortar 1:3 (1 cement : 3 coarse sand) finished with a trowel

on any type of surface. GI hexagonal chicken mesh of size 20 mm x 20 mm of

22 gauge and minimum 200 mm wide at RCC & masonry junctions or between

different materials and 145 GSM of minimum 150mm wide fiberglass mesh with

alkali resistant coating shall be fixed at chasing areas of plumbing and electrical

works, at corners and door and window joints as per manufacturer's

specifications with GI nails, hacking of concrete/application of bonding agent,

finishing, curing, making grooves, forming pattas, scaffolding in any shape for all

floors, all levels, all heights, etc. complete as directed by the Engineer-in-

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

44 5.03 17017 Average 20 mm thick plaster - cement mortar Sqm 3,313.00 286.10

Providing and applying an average 20 mm thick double coat mala plaster on any

type of internal/external surface in a backing coat of 12 mm thick cement mortar

1:5 (1 cement: 5 coarse sand) finished with a top layer of 6 mm thick cement

mortar 1:3 (1 cement: 3 sand), finished with a trowel. GI hexagonal chicken

mesh of size 20 mm x 20 mm of 22 gauge and minimum 200 mm wide at RCC

& masonry junctions or between different materials and 145 GSM of minimum

150mm wide Fiber glass mesh with alkali resistant coating shall be fixed at

chasing areas of plumbing and electrical works, at corners and door and window

joints as per manufacturer's specifications with GI nails, hacking of

concrete/application of bonding agent, finishing, curing, making grooves,

forming pattas, scaffolding in any shape for all floors, all levels, all heights etc.

complete as directed by the Engineer-in-charge. The rate shall be inclusive of

bonding agent, chicken wire mesh, glass Fiber mesh, provision of groove, drip

mould as per the issued drawings, etc. complete and as directed by the

Engineer-in-charge.

45 5.04 17002A ,17.60 15 mm thick waterproof plaster Sqm 2,570.00 193.70

(I) 17005, IN- Providing and applying an average 15 mm thick waterproof single coat smooth /

17.70 , wire finished cement plaster on sides of masonry work/block work / RCC work,

Rate=174.83+ in any shape, in CM 1:3 (1 cement : 3 fine sand) and waterproofing compound of

(48.77* an approved make in proportions recommended by the manufacturer, finishing

8.42/50) the surface wire finished / smooth finish with a floating coat of neat cement

slurry for all floors, all heights including hacking to RCC surface, scaffolding,

curing, etc. complete as directed by the Engineer-in-charge.

46 5.05 MRA -5.05 Providing and applying lime plaster in two coats having backing coat of average Sqm 845.52

20mm thick in 1:1.5:1.5 (1 Lime : 1.5 Surkhi : 1.5 Sand) and finishing coat of

mm to 10mm thick in 1:1 lime mortar (1 lime : 1 Chirodi/ quartz sand) including

mixing, adding approved additives such as guggal, methi, jaggery, molasses

etc, applying to masonry surface in all position, finishing the surface even and

smooth with lime punning, curing, scaffolding etc. complete for all level, all

height and as directed by Engineer-in-charge. Sample and mock-up shall be

approved by Architect before mass execution.

TOTAL CARRIED OVER TO SUMMARY

6.00 DOOR WINDOWS WORK

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1. Only first class wood shall be used for any kind of woodwork. All wood (kiln

seasoned and termite treated) and wood base material shall be treated with anti-

termite treatment as per relevant IS Code before use and after installation. The

guarantee shall be furnished for 10 years in the prescribed format as directed by

the Engineer-in-charge.

2. Plywood (BWP grade IS – 710), laminate or other composite wood-based

products shall be free of urea formaldehyde.

3. All veneer, and wood shall be FSC (Forest Stewardship Council) & Green

Guard Certified.

4. All loose samples of materials shall be approved by the Engineer-in-charge.

5. All adhesives and sealants shall be with low VOC and lead-free with

acceptable VOC content as per GRIHA requirements.

6. The Contractor shall prepare a shop drawing based on the Design Intent /

Concept Drawings and get approval from the Engineer-in-Charge. The

Contractor shall prepare mock-up of doors, windows, and other elements with

all required hardware and get approval from the Engineer-in-Charge before

execution of work. Work shall be carried out as per the final approved shop

drawing and approved mock-up. The Contractor shall be responsible against

stability, safety, leakage, etc all complete. Testing work shall be carried out by

the Contractor as suggested by the Engineer-in-charge. (If required).

7. All types of locks shall be with computerized 3 No. keys (SS 304/ brass) and

master keys (if mentioned in the nomenclature of the item). The grouping of

master keys shall be as suggested by the Engineer-in-Charge. Nothing extra

shall be payable for the master key provision.

8. Glass for external doors and windows shall be with desired parameters as per

Green Building requirements.

9. The Contractor shall provide test certification for all fire-rated items.

10. Contractor shall make provision for access control system and other

mechanical/automation devices, coordinate with other services, and make good,

11. All doors, windows, and other elements shall be fabricated and finished at

the factory/workshop, and only fixing and final finishing shall be executed at the

site unless otherwise approved by the Engineer-in-charge.

12. Work for doors, windows, and other elements shall be carried out for all

floors, all levels, all heights, and all places including loading, unloading,

stacking, transporting, hoisting, and erecting by any means (mechanical or

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

13. All silicone sealant shall be grey in colour or as directed by the Engineer-in-

14. For DGU glass, silicone, tape, and spacer shall be grey in colour or as

directed by the Engineer-in-charge.

15. All types of coating (polyester powder coating, anodizing and PVDF coating

for aluminium work shall have minimum 15 years of life).

46 6.01 SOR RA -6.01 Teak wood frames for doors/windows etc. Cum 2.00 2,85,117.14

Providing and fixing frames for doors, windows, transoms, louvers and

ventilators, jambs, sills, jambs, palmet, skirting, hand rail for railing, wooden

band, and any type of interior work, using best quality selected kiln seasoned,

termite treated first-class teak wood including double grooves on both sides and

having single or double rebates for frames-shutter, mouldings, smoothening,

sand papering, making the edges moulding, making beveled edging as per

drawinand fixed in position with hold fast lugs or with dash fasteners with

required dia. & length of an approved make, adhesive, and necessary

consumable hardware etc. for all levels, all floors, all heights, etc as per the

issued drawing and as directed by the Engineer-in-charge.

The rate shall be inclusive of all types of consumables, accessories, fasteners,

and any type of corner treatment (i.e. chamfering, pencil corner, bevelling,

moulding, etc.). Polishing, hardware, and carving work shall be paid as per

relevant Tender items, however Rate shall be inclusive of black bituminous paint

on hidden or inside framing of teak wood (if specified).

The Contractor shall get the approval for the loose sample of first-class teak

wood along with its source location from the Engineer-in-charge before

47 6.02 SOR RA -6.02 45 mm thick fabricated flush door shutter Sqm 7,296.24

Providing and fixing door shutter made out of fabricated hollow flush type

laminated/veneer finished approximate 45mm thick flush door shutter (single

leaf/double leaf) of any size for all levels, all floors, all heights made out as

1) Shutter framing/Internal framing (stile, rail members, battens) shall be made

out of first-class, best quality kiln seasoned, termite-treated teak wood with

thickness and width as per the issued drawing as shutter frame/internal framing.

2) 9 mm thick plywood conforming to IS: 710 fixed on both sides of the shutter

framing/internal wooden frame.

3) Both sides of the shutter shall be finished with veneer/laminate of approved

shade and make. However, the veneer/laminate shall be paid as per relevant

4) All types of exposed wood and veneer shall be finished with PU polishing

5) Necessary door shutter hardware shall be paid as per relevant Tender items.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

The rate shall be inclusive of all the teak wood members for the shutter frame,

internal framing and beadings, 9mm thick ply on both sides, necessary anchor

fasteners, sheet metal screws, nails, adhesives, accessories, and necessary

consumables with all labour, Architectural mouldings, sandpapering, edge

moulding, groove provisions, PU polishing on wooden members, etc complete

for all heights, all floors and all levels as per the issued drawing, design &

direction by the Engineer-in-charge. The Contractor shall get the approval for

the loose sample of first-class teak wood along with its source location from the

Engineer-in-charge before execution. Contractor shall prepare shop drawings

based on the concept design/drawings and get approval from the Engineer-in-

charge before mass execution. Based on the approved shop drawing, the

Contractor shall prepare a mock-up of the door for approval. The stability of the

door is the responsibility of the Contractor.

The out-to-out area (one side) of the fabricated flush door shutter (without door

frame) shall be measured for payment. No wastage shall be measured for

48 6.03 SOR RA -6.03 Aluminium work for door/window/louvers/ventilators etc. frame and Kg 1,881.00 461.57

Providing and fixing in position frames/ shutter for any type of aluminium work

like aluminium door, composite door-window, window (sliding, openable, side

hung, top hung, fixed etc.), aluminium partition, aluminium fixed louvers, fixed

window with any type of aluminium sections of approved make and finished with

minimum 50 micron pure polyester powder coating of approved shade, texture &

colour of approved make for all floors/ all levels/ all heights/ all shapes/ all sizes

including cutting, bending, crimping, fabricating in best workmanship manner etc

as per the drawing, and as directed by Engineer-in-Charge.

Rate shall be inclusive of providing any type of aluminium sections, cutting,

fabrication, hoisting and fixing.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1) Sheet metal screws and casted solid aluminium corner cleats fixed with a

spring for rapid and secure joint assembly for any type of shutter and frame;

2) Glazing clips for receiving infill panel;

3) Best quality wool pile where ever shutter touches the frame and compatible

microwave cured EPDM rubber;

4) Dash Anchor fasteners of approved make and capacity for fixing the frame

assembly to the RCC or masonry surfaces. Minimum 1 anchor fastener shall be

used for every 600 mm length of section for stability of frame.

5) 10mm GI tie rod for connecting vertical stile at top and bottom for aluminium

door shutter and 4mm thick solid aluminium corner cleat of full thickness of

section for connecting stile and horizontal rails;

6) providing and fixing packing at every 600mm c/c of PVC shims of required

7) Filling the gap between wall and frame on both sides (outside and inside) with

polyethylene baker rod of avg. 10 mm Dia of approved make or rough ground

and colour and then sealing the remaining gap with neutral grade weather

silicon sealant of approved make and colour.

8) Termite treated seasoned teak wood as infill material to install hardware in

door shutter and frame as and when required

9) if required necessary tuflon roller for sliding window and aluminium hardware

rate are including.

but excluding. 1) necessary hardware (except aluminium); 2) Glazing or

panelling material and shutter.

Contractor shall prepare shop drawing and get approved from the Engineer in

charge before procurement of material. All loose samples shall be approved.

Work shall carried out as per the approved shop drawings and approved

Actual weight of installed Aluminium sections which are used shall be measured

for the payment. Contractor shall be responsible for stability, water tightness of

door window work.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

49 6.04 MRA -6.04 Flush Door - 35mm thickness Sqm 5.00 2,432.28

Providing and fixing door shutter made out of factory-made and pressed

laminated/veneer finish 35mm thick (without finish) flush door shutter, made of

ISI marked non-decorative type flush door shutters conforming to IS:2202 (Part

I), the core of block board construction with the frame of 1st class hardwood,

pine filler and well matched commercial 3 ply veneer with vertical grains or cross

bands and face veneers on both faces of shutters having laminates/veneer of an

approved make, shade, finish (which would be paid separately) as approved by

the Engineer-in-charge on both faces of the shutter fixed with phenol

formaldehyde synthetic resin type adhesive conforming to IS 848, including

providing and fixing 6mm thick peripheral external lipping made out of first class

teak wood, on all edges of the door shutter with PU polishing on all exposed

faces of lipping including fixing shutters etc complete for all levels, all floors, all

heights as per the issued drawings and as directed by the Engineer-in-charge.

Incase of vision panel of required size, shape and thickness is required to fixed

in flush door shutter, the rate shall be included the cost of making the opening in

the door as per requirement, provision of specified glass, first class teak wood

beading on both sides, extra batten supports as required around the periphery of

the opening, cost of PU polishing on beading, etc complete for all levels, all

floors, all heights, however glass shall be paid in relevent tender item.

The rate shall be inclusive of flush door shutter, teak wood lipping with PU

polish, necessary consumables ,provision of hardware, accessories, etc but

excluding the cost of veneer/laminates, all required hardware, and polishing on

veneer, vision panel etc complete as per the issued drawing, design & direction

of the Engineer-in-charge. The out-to-out area (one side) of the flush door

shutter shall be measured for payment.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

50 6.05 MRA -6.05 Flush Door - 40 mm thickness Sqm 42.00 2,979.05

Providing and fixing door shutter made out of factory-made and pressed

laminated/veneer finish 40mm thick (without finish) flush door shutter, made of

ISI marked non-decorative type flush door shutters conforming to IS:2202 (Part

I), the core of block board construction with the frame of 1st class hardwood,

pine filler and well matched commercial 3 ply veneer with vertical grains or cross

bands and face veneers on both faces of shutters having laminates/veneer of an

approved make, shade, finish (which would be paid separately) as approved by

the Engineer-in-charge on both faces of the shutter fixed with phenol

formaldehyde synthetic resin type adhesive conforming to IS 848, including

providing and fixing 6mm thick peripheral external lipping made out of first class

teak wood, on all edges of the door shutter with PU polishing on all exposed

faces of lipping including fixing shutters etc complete for all levels, all floors, all

heights as per the issued drawings and as directed by the Engineer-in-charge.

Incase of vision panel of required size, shape and thickness is required to fixed

in flush door shutter, the rate shall be included the cost of making the opening in

the door as per requirement, provision of specified glass, first class teak wood

beading on both sides, extra batten supports as required around the periphery of

the opening, cost of PU polishing on beading, etc complete for all levels, all

floors, all heights, however glass shall be paid in relevent tender item.

The rate shall be inclusive of flush door shutter, teak wood lipping with PU

polish, necessary consumables ,provision of hardware, accessories, etc but

excluding the cost of veneer/laminates, all required hardware, and polishing on

veneer, vision panel etc complete as per the issued drawing, design & direction

of the Engineer-in-charge. The out-to-out area (one side) of the flush door

shutter shall be measured for payment.

51 6.06 MRA -6.06 4 mm thick decorative veneer Sqm 17.00 1,162.61

Providing and fixing 4 mm thick decorative veneer (factory pressed with door

shutter or plywood for interior work) conforming to IS: 1328 (type-1) having the

top layer of minimum 0.3 mm slice thickness of wood and base layer of 3.5 mm

thick BWP Gurjan Ply of an approved make, shade and pattern/ texture, for plain

lining/cladding/ceiling work, on flush door shutter, pelmet or any interior work in

any design, any pattern, any shape, etc with necessary screws, adhesive

including priming coat on the unexposed surface. The veneer shall be fixed on

the ply with or without grooves as per the issued drawing. If required,

perforations shall be executed as per the issued drawing (on ply+ veneer

surface) and paid separately under relevant Tender items. The actual installed

area of the veneer shall be measured for payment.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

52 6.07 MRA -6.07 1 mm thick laminate Sqm 83.00 675.69

Providing & Fixing 1 mm thick high pressure (factory pressed) laminate sheet of

any type, any finish, any shade, any texture of approved make and shade with

high-density protective surface layer and reverse side of adhesive bonding

quality conforming to IS: 2046 Type S, including cost of adhesive of approved

quality. Laminate shall be applied on the door shutter, wall paneling, ceiling, or

any interior work, etc. The sample shall be approved by the Engineer-in-charge.

The actual installed area of the laminate shall be measured for payment.

53 6.08 MRA -6.08 Aluminium Operable system Louver Sqm 5.00 26,132.29

Providing and fixing aluminium operable system (hand-operated) louvers for

door/window/opening sizes as per issued drawings of an approved make,

having 50-micron polyester powder coating of approved shade & colour and

texture including operating mechanism louver frame with gasket and piles. The

corner joints of the frame shall be made at 45 degrees using die-cast solid

aluminium corner cleats fixed with a spring for rapid and secure joint assembly.

Gaskets shall be of micro waved EPDM material. Work shall be carried out in

the door/window frame as per the sample approved by the architect and

Engineer-in-charge. The operating panel shall be provided as per the issued

drawing. the out-to-out dimension of the operable louver system shall be

measured for payment. The rate shall be inclusive of the aluminium frame for

the louver operating system. The sample/mock-up shall be by contractor

approved before the execution of the work based on the approved shop

drawing. Work shall be carried out as per the approved shop drawing, and

approved sample/mock-up.

54 6.09 MRA -6.09 SS Mosquito net Sqm 5.00 849.66

Providing and fixing fly-proof stainless steel net/mesh of grade 304 made out of

wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture in any type of door,

window, ventilation frame or shutter, behind louvers etc (openable or fixed) as

per the issued drawing with matching first class teak wood beading/aluminium

beading with required screws, nails, fasteners, etc. complete for all floors, all

levels, all heights and as directed by the Engineer-in-charge. The rate shall be

inclusive of SS mesh, with all required accessories but excluding the cost of

aluminium work, wooden work, hardware and polish work in case of openable

shutter. The installed area shall be measured for payment without considering

any wastage. The sample shall be approved before the execution of the work.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

55 6.10 MRA -6.10 6mm thick compact sheet Sqm 11.00 1,573.78

Providing and fixing laminated 6mm thick compact sheet in the aluminium frame

and shutter work of the doors, windows, partitions, etc; as per issued drawing

with the necessary cutting of sheet in any size, any pattern and fixed with

gasket i.e. EPDM rubber/neoprene/gasket/silicon sealant/ adhesive

tape/screwingas per requirement, etc complete for all levels, all floors, all

heights as per the issued drawings and directions of the Engineer-in-charge. the

compact sheet shall be of any shade, any size, any shape, any colour (single

side/ double side), any texture as per the approved make, sample, and drawing.

Cut edges of the compact sheet shall be provided with masking tape. The

installed area shall be measured for payment without considering any wastage.

The sample shall be approved before the execution of the work.

Providing and fixing glass in the any type of door, window, ventilation, fixed

glazing, partitions, or any other elements and for interior/external design

element, etc. for all levels, all floors, all heights with EPDM rubber/neoprene

gaske, approved suitable seleant as per manufacturers specifications, etc.

complete as per the issued drawings and directions of the Engineer-in-charge.

(Cost of beading shall be covered under basic item unless anywhere specified).

Glass shall be of any shade, any size, any shape of approved make as per

issued drawing and confirm to IS:2835 or IS:2553. The sample shall be

approved before execution of the work. wherever required, both side/single side

bevelled edge glass as per design intent shall be included in this item. The

installed area shall be measured for payment without considering any wastage.

56 6.11 MRA -6.11 b) With clear toughened glass panes of 8.0 mm thickness Sqm 73.00 2,124.13

57 6.12 MRA -6.12 c) With clear toughened glass panes of 12.0 mm thickness Sqm 6.00 2,678.42

58 6.13 MRA -6.13 Extra for providing frosting/etching on glass of any thickness in any pattern Sqm 5.00 369.51

for all levels, all floors, all heights as per the approved sample. Frosted/etched

area of glass shall be measured for payment.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Providing and fixing double action hydraulic floor spring of an approved make

with SS 304 cover plate having SS matt/ brush finish (with outer box) &

adjustable concealed cast top pivot (two-piece), bottom strap, with back check,

adjustable closing speed, and hold open function, with a minimum one-year

guarantee for any type of door of specified capacity for all levels, all floors, and

all heights. The rate shall be inclusive of cutting of floor neatly, fixing the floor

spring, grouting, cleaning, polishing the floor and maintaining it in good working

condition. In the case of an aluminium shutter, the bottom arm of the floor spring

& the top pivot shall be firmly fixed to the aluminium members using required

sized teak wood by making a rebate in the wood which is included in this item.

Selection of floor spring shall be as per the size and weight of the door, as per

the manufacturer's recommendation, and as directed by the Engineer-in-charge.

The Contractor shall arrange loose samples for approval from the Engineer-in-

Charge before mass execution.

59 6.14 MRA-64 a) Floor spring for any type of door with cover plate and extended spindle to hide No. 4.00 13,776.96

the floor spring cover plate. Closing force complying with EN 1154 2 - 5, as per

the manufacturer's specifications, and/or compatible with the shutter weight.

Cam action door closer

Providing and fixing cam action door closer of an approved make with a

minimum one-year guarantee and approved finish for all levels, all floors, and all

heights, with controlled adjustable closing and latching speed, with hold open

feature and power-adjustable, with track arm with screws to any type of door for

specified door width. All adjustment screws to be face fixed. The rate shall be

inclusive of fixing using the template as per the manufacturer’s specifications

and maintaining it in good working condition. The door closer shall conform to

EN 1154 standard. Selection of the door closer shall be as per the size and

weight of the door, as per manufacturer's recommendation and as directed by

the Engineer-in-charge. The Contractor shall arrange loose samples for

approval from the Engineer-in-Charge before mass procurement and execution.

60 6.15 MRA-67 a) Shutter mounted door closer (with back check) conforming to EN 2-4 for any No. 2.00 6,575.40

type of the door, as per the manufacturer's specifications, and/or compatible

with the shutter weight.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

SS 304 Butt hinges

Providing and fixing SS 304 butt hinges in matt stainless steel finish of specified

size of an approved make for all levels, all floors, and all heights for any type of

door, with required SS 304 screws, etc. complete. The rate shall be inclusive of

fixing as per the manufacturer’s specifications and maintaining it in good

working condition. The Contractor shall arrange loose samples for approval from

the Engineer-in-Charge before procurement and execution.

61 6.16 MRA-70 b) 100 x 75 x 3 mm - With ball bearing No. 108.00 331.28

62 6.17 MRA-71 SS 304 Pivot hinge Set 2.00 1,211.70

Providing and fixing SS 304 grade pivot hinge in satin stainless steel matt finish

of required size and capacity of an approved make for all levels, all floors, and

all heights for any type of door, with required SS 304 screws, etc. complete. The

rate shall be inclusive of fixing as per the manufacturer’s specifications and

maintaining it in good working condition. The Contractor shall arrange loose

samples for approval from the Engineer-in-Charge before mass execution.

63 6.18 MRA-72 Mortise Deadlock for single/double door shutter Set 1.00 2,941.22

Providing and fixing a set of mortise deadlock (without latch) for single/double

shutter door, including strike plate SS 304, and prepared for 60/70 mm length of

standard Euro profile pin cylinder as per DIN 18251-1, grade 2 of an approved

make with both side key, one side key/one side knob, one side key/slot

operation with pair of SS 304 matt finish escutcheons (keyhole plate) in any

approved shape for any type of doors with necessary SS 304 screws, etc

complete as per the issued drawing and as directed by the Engineer-in-charge.

The rate shall be for all heights, all floors, and all places. The lock shall have

number computerized keys. The Contractor shall arrange loose samples for

approval from the Engineer-in-Charge before mass procurement and execution.

64 6.19 MRA-76 Shaft door lock No. 1.00 674.58

Providing and fixing shaft door lock with key (Alen Key lock) with escutcheons

(keyhole plate), strike plate, locking sleeve, etc in stainless steel matt finish of

an approved make in any approved shape/size for any type of doors with

necessary SS 304 screws, etc complete as per the issued drawing and as

directed by the Engineer-in-charge. The rate shall be for all heights, all floors,

and all places. The Contractor shall arrange loose samples for approval from

the Engineer-in-Charge before mass procurement and execution.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

SS 304 Grade Push-Pull handle

Providing and fixing SS 304 grade push-pull pair of handles in matt finish of

specified size, specified shape i.e. H-shape/D-shape/offset shape (dent free at

the bending point) for door, window, etc. of an approved make for all levels, all

floors, and all heights for any type of door, with required SS 304 screws,

accessories, and pin of the required size for fixing, etc. complete. The rate shall

be inclusive of fixing as per the manufacturer’s specifications and maintaining it

in good working condition. The Contractor shall arrange loose samples for

approval from the Engineer-in-Charge before mass procurement and execution.

Elevation length shall be considered for length of handle.

65 6.20 MRA-78 b) 300 mm long, pipe of size 22mm Dia x 1mm (thickness of pipe) Pair 2.00 1,708.11

66 6.21 MRA-80 d) 600 mm long, pipe of size 30mm Dia x 1mm (thickness of pipe) Pair 2.00 2,925.87

Providing and fixing SS 304 grade handle in matt finish of specified size,

specified shape for door, window, etc. of an approved make for all levels, all

floors, and all heights for any type of door, with required SS 304 screws,

accessories, and pin of the required size for fixing, etc. complete. The rate shall

be inclusive of fixing as per the manufacturer’s specifications and maintaining it

in good working condition. The Contractor shall arrange loose samples for

approval from the Engineer-in-Charge before mass execution.

67 6.22 MRA-81 a) Pull handle - 150 mm long, 15mm Dia/wide x 1mm thick No. 38.00 1,357.39

68 6.23 MRA-82 b) Flush handle/ concealed handle - 150 mm long Flush Handle - Concealed No. 18.00 448.19

handle recessed in the depth of the shutter with pull arrangement for shutter, as

per approved design and shape

SS 304 Tower bolt

Providing and fixing SS 304 grade tower bolts in matt finish of specified size,

and specified shape (with or without flap) for doors, windows, transom, etc. of an

approved make for all levels, all floors, and all heights for any type of door, with

required SS 304 screws and accessories of the required size for fixing, etc.

complete. The rate shall be inclusive of fixing as per the manufacturer’s

specifications and maintaining it in good working condition. The Contractor shall

arrange loose samples for approval from the Engineer-in-Charge before mass

procurement and execution.

69 6.24 MRA-85 b) 300 mm x 10 mm rod size No. 19.00 587.72

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

70 6.25 MRA-88 SS 304 door stopper No. 19.00 307.34

Providing and fixing SS 304 door stopper in matt finish with or without magnet,

lever type, shutter mounted/wall mounted/floor mounted of approved make,

type, size as per requirement etc. for all levels, all floors, and all heights for any

type of door, with required SS 304 screws and accessories of the required size

for fixing, etc. complete. The rate shall be inclusive of fixing as per the

manufacturer’s specifications and maintaining it in good working condition. The

Contractor shall arrange loose samples for approval from the Engineer-in-

Charge before mass procurement and execution.

71 6.26 MRA-88 SS 304 Aldrops No. 19.00 307.34

Providing and Fixing SS 304 Grade matt Finish 1.8 mm Thickness Aldrops of

mm Dia x 300 mm including 3 nos. fixing Bracket and 1 no. locking bracket of

approved make with necessary MS Nickle Plating Bolts etc. complete for all

floor, all height, all level as directed by engineer in charge. with required SS

screws, and accessories of the required size for fixing, etc. complete. The rate

shall be inclusive of fixing as per manufacturer’s specification & maintaining it in

good working condition. The contractor shall arrange loose Samples for

approval from the Engineer-in-Charge before mass procurement and execution.

TOTAL CARRIED OVER TO SUMMARY

7.00 FLOORING AND DADO/CLADDING WORKS

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1) All natural stones shall be free from cracks, lines, stains, and efflorescence

spots, and even in shade for all kinds of stonework.

2) All natural stones shall be selected and sorted for uniform colour, figure, and

thickness and approved by the Engineer-in-Charge prior to procurement.

3) All natural stones shall be from the same lot and/or source (stone quarry) for

the same kind of work to avoid shade variation and as approved by the

Engineer-in-Charge.

4) All types of loose and laid samples of flooring shall be approved by the

Engineer-in-Charge.

5) The Contractor shall apply an approved Stone Impregnation primer/sealer

coat on both sides and all edges (after cutting and finishing the stone as per

size) of stones, a minimum of two coats as per the manufacturer's specifications

and as directed by the Engineer-in-Charge. No extra payment shall be made for

6) The Contractor shall co-ordinate and execute for all services in the flooring

and wall lining/cladding work i.e. making openings/cut-outs for any services (i.e.

elevator operating panel in the lift wall cladding, raceways in flooring, junction

boxes, etc), and making good as per the satisfaction of the Engineer-in-Charge.

7) All stones shall be cut to size by water jet cutting/laser cutting/ CNC machine

according to the design and shape for the best workmanship etc, according to

the design and as per the approved shop drawing.

8) All adhesives and sealants shall be compatible with the material as per IS

15477 and as per the manufacturer's specifications and lead-free with

acceptable VOC content as per Green buildings requirements.

9) The finished floor surfaces shall be protected with 12mm thick POP sheets

over LDPE sheets up to the handling over of the Project. The treads of the stairs

shall be protected with a metal/plywood angle to avoid damage to the edges of

the treads. POP shall not directly (or with the use of paper) be applied on the

10) The screed below the flooring/base mortar thickness shall be as per the

drawing. In case of any type of stone/tile, it shall be fixed with an adhesive and

the total thickness of base mortar/screed shall be paid as per relevant Tender

11) All stones shall be factory cut and factory finished. Polish or any type of

texture finish on any stones shall be as per the satisfaction of the Engineer-in-

12) Flooring and wall cladding/lining work shall be carried out for all floors, all

levels, all heights, and all places.

13) The rate shall be inclusive of all types of wastage for all materials.

GRANITE FLOORING

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

7.01 Granite stones - for flooring - fixing with adhesive

Providing and laying granite stones of specified thickness, specified finish, any

shade (uniform), any size, and any shape for flooring, Otta, sill, trades of steps,

copping, seating or other similar elements in the required design and patterns as

per the drawings, laid over existing bedding (cement mortar bedding/concrete

screed), fixed with minimum 6mm thick stone fixing adhesive as per IS-15477 of

an approved make and joined with grooves or without grooves, with grey/white

cement slurry mixed with a pigment to match the shade of the slabs, including

finishing, rubbing, curing, polishing, cleaning, protection, scaffolding, wastage,

etc., all complete, for all levels, all floors, all heights, as directed by the Engineer-

in-Charge. Granite stone slabs to have pencil corners/rounded edge, bull nose

edge or other approved edge and polished at the all exposed edges in even and

uniform thickness. The joints between the treads and the risers shall be finished

as per the drawing. the granite shall be in single peice for any size (up to 2 m

length, width as per design intent) as per design intent.

The rate shall be inclusive of granite (as per the approved sample), adhesive for

fixing, cement slurry, matching pigment, all labour, etc. complete, but excluding

cement mortar bedding/concrete screed bedding and filling with epoxy grout (if

required, as per the drawing) which shall be payable under the relevant Tender

items. The Contractor shall arrange loose samples for approval from the

Engineer-in-Charge before mass execution.

The actual laid area of the Granite stone shall be measured for payment without

considering any wastage.

72 7.01.1 MRA -7.01.1 18 mm thick polished granite flooring Sqm 217.00 3,070.40

73 7.01.2 MRA -7.01.2 18 mm thick any type of textured finish granite flooring i.e. river washed, leather Sqm 100.00 2,635.65

finish, linen finish, lappato finish, or similar finish

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

7.02 Granite stone - for skirting - fixing with adhesive

Providing and laying granite stones of specified thickness, specified finish, of

any shade (uniform), any size, and any shape for skirting (flush with plaster or

adjoining surface) as per the drawings, laid in any pattern, fixed on any type of

levelled surface with minimum 6mm thick stone fixing adhesive as per IS-15477

of an approved make and joined with grooves or without grooves with grey/white

cement slurry mixed with a pigment to match the shade of the slabs, including

providing 6 to 10mm wide grooves between the skirting and the plaster,

finishing, rubbing, curing, polishing, cleaning, protection, scaffolding, wastage,

etc. all complete, for all levels, all floors, all heights, and as directed by the

Engineer-in-Charge. The length of stones for skirting shall be as per the design

to match the joints and pattern. The shade of the skirting must match with the

flooring stone.

The rate shall be inclusive of granite (as per the approved sample), adhesive for

fixing, cement slurry, matching pigment, all labour, etc complete, but excluding

filling with epoxy grout in the grooves (if required as per the drawing) which shall

be payable under the relevant Tender items. The Contractor shall arrange loose

samples for approval from the Engineer-in-Charge before mass execution.

The actual laid area of the granite stones shall be measured for payment without

considering any wastage.

74 7.02.1 MRA -7.02.1 08 - 10 mm thick polished granite stones Sqm 33.00 2,230.43

75 7.02.2 MRA -7.02.2 08 - 10 mm thick any type of textured finish granite stones, i.e. river washed, Sqm 10.00 2,294.92

leather finish, linen finish, lappato finish, or similar finish

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

7.03 Granite stones - for dado/cladding/riser of steps - fixing with adhesive

Providing and laying granite stones of specified thickness, specified finish, of

any shade (uniform), any size, and any shape for cladding, dado, pillars, wall

lining, riser of the steps, jambs etc. as per the drawings, laid in any pattern,

Granite stone slabs to have pencil corners and polished at the exposed edge in

even and uniform thickness and laid in any pattern, fixed on any type of levelled

surface with minimum 6mm thick stone fixing adhesive as per IS-15477 of an

approved, make and joined with grooves or without grooves, with grey/white

cement slurry mixed with a pigment to match the shade of the slabs, including

finishing, rubbing, cleaning, protection, scaffolding, wastage, curing and

polishing, etc. all complete, for all levels, all floors, all heights, and as directed

by the Engineer-in-Charge. The length/width of stones for the dado shall be as

per the design to match the joint and pattern of the flooring as per the drawing.

The exposed edges of the granite stones shall be pencil-cornered and polished

the same as the slab.

The rate shall be inclusive of granite (as per the approved sample), adhesive for

fixing, cement slurry, matching pigment, all labour, etc. all complete, but

excluding cement mortar plaster/backing coat and filling with epoxy grout (if

required as per the drawing) which shall be payable under relevant Tender

items. The Contractor shall arrange loose samples for approval from the

Engineer-in-Charge before mass execution. The granite shall be in single peice

for any size (up to 2 m length, width as per design intent) as per design intent.

The actual laid area of the granite stones shall be measured for payment without

considering any wastage.

76 7.03.1 MRA -7.03.1 18 mm thick polished granite stones Sqm 50.00 2,908.80

AMBAJI MARBLE FLOORING

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Marble - polished finish - for flooring - fixing with adhesive

Providing and laying machine-cut superior quality polished marble stone of

specified thickness, specified finish, in any shade (uniform), any size, and any

shape for flooring in required design and patterns as per the drawings, laid

over existing bedding (white cement mortar bedding and concrete screed),

fixed with minimum 6mm thick high performance, polymer modified, non-slip,

compatible white adhesive (IS-15477) of an approved make, and joined (paper

joint) with white cement and matching pigment including rubbing, curing,

cleaning and polishing, protection, scaffolding, wastage, etc., all complete, for

all levels, all floor, all height, as specified and as directed by the Engineer-in-

The marble shall be laid in the required pattern to match the natural grains and

as per the design intent. Exposed edge of marble stone shall be with pencil

cornered and polished same as slab.

The rate shall be inclusive of marble stone (as per the approved sample),

adhesive for fixing, white cement slurry, matching pigment, all labour, etc

complete but excluding white cement mortar bedding and concrete screed

bedding which shall be payable under the relevant Tender items.

No part of grey cement surface should come in contact with the Marble. any type

of impressions, stain or other cloud patches or other deformities shall be allowed

after laying, so suitable adhesive and appropriate laying method shall be

adopted, and if in case of such deformities, all executed work to be redone

without any extra cost.

The contractor shall arrange loose Samples for approval from the Engineer-in-

Charge before mass execution.

The actual laid area of the Marble stone shall be measured for payment without

considering any wastage.

Any impression on natural stone after laying due to any means i.e. Fixing

mortar/adhesive shall not be acceptable. If such case, whole work to be redone

without any extra cost.

77 7.04 MRA -7.04 30 mm thick Ambaji polished marble (pure white, superior quality, without Sqm 779.00 25,422.56

patches or clouds of any shade)

KOTA STONE FLOORING

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

7.05 Kota stones - for flooring - fixing with adhesive

Providing and laying machine-cut Kota stones of specified thickness, specified

finish, any shade (uniform), any size, and any shape for flooring, Otta, sill, trades

of steps, riser, copping, seating or other similar elements in required design and

patterns as per the drawings, laid over existing bedding (cement mortar

bedding/concrete screed), fixed with minimum 6mm thick stone fixing adhesive

as per IS-15477 of an approved make and joined (paper joint) with grey/white

cement slurry mixed with a pigment to match the shade of the slabs, including

finishing, rubbing, curing, polishing, cleaning, protection, scaffolding, wastage,

etc. all complete, for all levels, all floors, all heights, as directed by the Engineer-

The rate shall be inclusive of Kota stones (as per the approved sample),

adhesive for fixing, cement slurry, matching pigment, all labour, etc complete,

but excluding cement mortar bedding/concrete screed bedding which shall be

payable under the relevant Tender items. The Contractor shall arrange loose

samples for approval from the Engineer-in-Charge before mass execution. The

joints between the treads and the risers shall be finished as per the drawing. the

kotastone shall be in single peice for any size (up to 1.5 m length, width as per

design intent) as per design intent. kotastone slabs to have pencil

corners/rounded edge, bull nose edge or other approved edge and polished at

the all exposed edges in even and uniform thickness.

The actual laid area of the Kota stones shall be measured for payment without

considering any wastage.

77 7.05.1 MRA -7.05.1 25 mm thick polished Kota stones Sqm 316.00 1,360.98

78 7.05.2 MRA -7.05.2 25 mm thick any type of textured finish Kota stones i.e. river washed, leather Sqm 117.00 1,393.60

finish, linen finish, lappato finish or similar finish

79 7.05.3 MRA -7.05.3 40 mm thick polished Kota stones Sqm 69.00 1,555.60

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

7.06 Kota Stones - for skirtings - fixing with adhesive

Providing and laying machine-cut polished Kota stones of specified thickness,

specified finish, of any shade (uniform), any size, and any shape for skirtings

(flush with plaster or adjoining surface) as per the drawings, laid in any pattern,

fixed on any type of levelled surface with minimum 6mm thick stone fixing

adhesive as per IS-15477 of an approved make and joined (paper joint) with

grey cement slurry mixed with a pigment to match the shade of the slab,

including providing 6 to 10mm wide grooves between the skirting and the

plaster, finishing, rubbing, curing, polishing, cleaning, protection, scaffolding,

wastage, etc. all complete, for all levels, all floors, all heights, and as directed by

the Engineer-in-Charge. The length of stone for skirting shall be as per design

to match the joints and pattern. The shade of the skirting must match with

flooring if not specified elsewhere.

The rate shall be inclusive of Kota stones (as per the approved sample),

adhesive for fixing, cement slurry, matching pigment, all labour, etc complete.

The Contractor shall arrange loose samples for approval from the Engineer-in-

Charge before mass execution.

The actual laid area of the Kota stones shall be measured for payment without

considering any wastage.

80 7.06.1 MRA -7.06.1 8 - 10 mm thick polished Kota stones Sqm 40.00 1,505.66

81 7.06.2 MRA -7.06.2 8 - 10 mm thick any type of textured finish Kota stones i.e. river washed, leather Sqm 18.00 1,621.81

finish, linen finish, lappato finish, or similar finish

VITRIFIED TILE FLOORING

7.07 Vitrified tiles - for flooring fixing with adhesive

Providing and laying vitrified tiles in different sizes (superior quality tiles) with

water absorption less than 0.08% and conforming to IS: 15622, of an approved

make, in all colours, shades, finish (anti-skid/satin/polished etc) for flooring in

required design and patterns as per the drawing, laid over existing bedding

(cement mortar bedding/concrete screed), fixed with minimum 6mm thick

cement based high polymer modified quick-set tile adhesive (water based)

conforming to IS: 15477 of an approved make and joined with grooves or

without grooves with grey cement slurry mixed with a pigment to match the

shade of the tiles, including cleaning and curing etc., all complete, as directed by

the Engineer-in-Charge.

Rate shall be inclusive of vitrified tiles (as per the approved sample), adhesive

for fixing, cement slurry, matching pigment, all labour etc., complete, but

excluding cement mortar bedding/concrete screed and filling with epoxy grout (if

required) which shall be payable under relevant Tender items. The contractor

shall arrange loose Samples for approval from the Engineer-in-Charge before

mass execution.

The actual laid area of the vitrified tiles shall be measured for payment without

considering any wastage.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

82 7.07.1 MRA -7.07.1 a) With full body, homogeneous, vitrified tiles of size 600 x 600 mm x minimum Sqm 218.00 1,196.40

7.08 Vitrified tiles - For dado/riser/skirting - fixing with adhesive

Providing and laying Vitrified tiles with water absorption less than 0.08% and

conforming to IS: 15622, of specified sizes, specified thickness, approved make,

any finish (satin/ polished etc), any shade, any colour, and any shape for wall

tile/ dado, riser of steps, and pillars laid in any pattern over any type of levelled

surface, with minimum 6mm thick tile fixing adhesive conforming to IS-15477 of

approved make and jointed with groove or without groove with grey/white

cement slurry mixed with a pigment to match the shade of the tiles, including

providing 6 to 10mm wide grooves between wall tiles and plaster edge

treatment, finishing, cleaning, protection, scaffolding, wastage, etc. all complete

for all levels, all floor, all height, as specified and as directed by the Engineer-in-

Charge. The length/width of tiles for dado shall be as per design to match the

joint and pattern of flooring as per drawing. Shade of dado match with flooring.

Rate shall be inclusive of vitrified tile (as per approved sample), adhesive for

fixing, cement slurry, matching pigment, all labour etc complete but excluding

filling with epoxy grout (if required) which shall be payable under relevant

Tender item. The contractor shall arrange loose Samples for approval from the

Engineer-in-Charge before mass execution.

The actual laid area of the vitrified tiles shall be measured for payment without

considering any wastage.

83 7.08.1 MRA -7.08.1 a) With full body, homogeneous, vitrified tiles of size 600 x 600 mm x minimum Sqm 276.00 1,196.40

7.09 Grouting the joints of flooring/wall tiles/stone

Extra for grouting the joints of flooring/wall tiles/stone as specified having joints

of up to 5 mm width in total thickness, using epoxy grout of an approved make

and shade including PVC spacer, filling/grouting, protecting the tiles, Abro-tap

and finishing, complete, as per the direction of the Engineer-in-Charge.

84 7.18.1 MRA -7.18.1 a) Tiles of size 600 x 600 mm x minimum 9mm thick Sqm 494.00 259.17

85 7.18.3 MRA -7.18.3 d) Grouting for any type of stone of any size and in total thickness of stone Sqm 740.00 289.16

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

86 7.10 SOR RA -7.1 M - 25 grade concrete flooring/trimix flooring Cum 10.00 6,160.14

Providing and laying cement concrete flooring of mix M-25 with ready mixed/

batch mixed concrete from a batching plant with required finish (broom/smooth

finish). The ready mixed concrete shall be cast in panels and finished with a

screed board vibrator, vacuum dewatering process and finally finished by

floating, brooming with a machine, pumping from a transit mixer to site of laying

etc., complete, as per specifications, for all heights, all floor and all lifts as per

directions of the Engineer-in-Charge. . If concrete flooring is to be laid over an

existing concrete surface, a bonding agent shall be applied before laying of

concrete. Reinforcement if required shall be paid as per relevant Tender items.

The rate shall include cutting of grooves and filling them with poly sulphide

sealant and baker rod. The volume of laid concrete flooring/Trimix flooring shall

be measured for payment.

ADDITIONAL FLOOR BEDDING WORKS

87 7.11 05003A, Additional Floor bedding with concrete screed : Cum 49.00 4,101.78

5.3.2 Cement concrete pavement/ flooring/ for additional floor screed with M10 grade,

including spreading as per gradient, levelling, finishing and curing complete as

directed by Engineer in charge. Actual laid volume for floor bedding shall be

measured for payment without considering any wastage.

88 7.12 SOR RA -7.12 Additional Floor bedding with Cement mortar : Cum 10.00 3,575.75

Providing and laying cement mortar 1:4 (1 cement : 4 coarse sand) for

additional thickness below flooring item required for gradient and as per drawing

and as directed by engineer in charge including spreading as per gradient,

levelling, finishing, curing etc complete as directed by Engineer in charge.

Actual laid volume for floor bedding shall be measured for payment without

considering any wastage.

89 7.13 SOR RA -7.13 Additional Floor bedding with white Cement mortar : Cum 0.00 11,347.75

Providing and laying white cement mortar 1:3:2 (1 white cement : 3 coarse sand

: 2 marble dust) for additional thickness below marble flooring and behind white

marble wall dado/ lining work (if required) as directed by engineer in charge

including spreading as per gradient, levelling, finishing, curing etc complete as

directed by Engineer in charge. Actual laid volume for floor bedding shall be

measured for payment without considering any wastage.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

90 7.14 SOR RA -7.14 Roughened strip Rmt 126.00 183.26

Providing roughened strips, 2.5 cm wide, to form antiskid surface on the treads

of stairs, in any type of stone, including forming straight deep curved groove,

mm wide & 4 mm deep on two sides of the roughened strip, etching/blasting/

hammering/chiselling between two grooves, polishing the edges, sides and

bottom of grooves etc., complete, as per the approved sample. Only one time

length of tread shall be measured for payment. All processes for the roughening

of the strips shall be carried out at the process unit/work shop only.

91 7.15 SOR RA -7.15 18 mm thick granite vanity/washbasin counters and facias: Sqm 5.00 4,877.69

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

pre-polished, machine cut granite of any size, any shape, any shade, for vanity/

wash basin counters and fascias, and similar locations, of required size,

approved shade, colour and texture, laid over 20 mm thick cement mortar 1:2 (1

cement : 2 coarse sand) base, joints treated with white cement, mixed with a

matching pigment, epoxy touch ups, including making all holes & cutouts for SS

sink, wash basin, Piller tap/ bib cocks, rubbing, curing, rounding edges,

champhering and polishing to edges, to give a high gloss finish etc., complete,

at all levels, as directed by the Engineer-in-Charge. The plan area of the

counter and the elevation area of the facia shall be measured for payment.

If required, metal framing/supports shall be paid in relevant Tender items..

92 7.16 SOR RA -7.16 Sandwich platform with granite top: Sqm 27.00 8,445.32

Providing & laying sandwich platform comprising of a) a sandwich of 18 mm

thick single side polished granite of an approved size, shade and sample on top

and 30 mm thick polished Kota stone at the bottom, with 25mm thick cement

mortar (1:4) in between. b) At the centre, vertical sandwich supports of 30 mm

thick two Kota stones on their sides and 20mm CM (1:4) in between and at both

end walls vertical supports of 18 mm thick double side granite. c) 75 mm raised

platform at the bottom with Kota on top and 50mm CM (1:4) at bottom, Kota

stone skirting as per the design and approved sample. The rate includes

rounding, champhering and mirror polishing of edges, facias of granite, MS

supports including necessary bonding adhesive (if required). The rate shall be

inclusive of making all holes & cutouts for SS sink, wash basin, Piller tap/bib

cock etc., as directed by the Engineer-in-Charge. Fixtures shall be paid in

relevant Tender items. The plan area of installed platform shall be measured for

payment without considering any wastage.

TOTAL CARRIED OVER TO SUMMARY

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1) The stones shall be free from cracks, lines, stains, white efflorescence spots

and be even in shade for all kind of stone work.

2) The stones shall be selected and sorted for uniform colour, figure and

thickness and as approved by the Engineer-in-Charge prior to procurement.

The stones shall be from the same lot and/or source (stone quarry) for the same

kind of work and as approved by the Engineer-in-Charge.

3) All type of stone samples shall be approved by the Engineer-in-Charge

before mock-up.

4) The Contractor shall apply an approved stone impregnation primer/sealer

coat on both sides and on all edges of stones (after cutting and finishing of the

stones as per their size). Stone impregnation primer/ sealer coat shall be water

based, with pH value of 7 to 10, in minimum two coats as per the manufacturer's

specifications and as directed by the Engineer-in-Charge. No extra shall be paid

5) The Contractor shall submit wall lining/cladding (for all type of stone cladding/

wall lining) shop drawings with framing work and clamps. Shop drawings shall

be approved by the Engineer-in-Charge. . Mock ups shall be prepared as per

the approved shop drawings and approved by the Engineer-in-Charge before

execution of work.

6) All visible surfaces of the stones shall be in the same finish and texture.

7) Contractor shall provide grooves, drip moulds, etc. as per the design.

8) All adhesives and sealants shall be with low VOC and lead free with

acceptable VOC content as per the Green Building requirements.

9) Stone work shall be carried out for all floors, all levels, all heights, all places,

including loading, unloading, stacking, transporting, hoisting, erecting by any

means (mechanical or manual).

10) Structural stability of stone work shall be the responsibility of the Contractor.

11) The Contractor shall make necessary provisions for any services

cutouts/other required provisions, co-ordinate with all services work and making

good, etc., complete.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

93 7.17 MRA -7.17 Wet sandstone cladding: sqm 795.00 4,760.23

Providing and fixing machine cut, polished or any type of textured finish, uniform

50mm thick sandstone of any shade, in any size, for cladding work, wall lining

work, dado, jambs of doors windows, dado, skirting etc., in required design and

pattern as per the drawing.

Stones shall be laid on a levelled surface (gypsum/ cement plaster/ concrete or

any), fixed with high performance, polymer modified, non-slip, compatible

adhesive (IS-15477) in minimum 6mm thickness of an approved make and as

per the manufacturer's specifications.

The cladding shall be secured at the back and sides of the stone (additional

strengthening) by means of SS 316 cramps/pins (at minimum 300mm centres

along the length of the stone) as per requirement, etc., complete for all levels, all

heights and as directed by the Engineer-in-Charge. Structural stability of stone

work shall be the responsibility of the Contractor. Structural stability of stone

work shall be the responsibility of the Contractor.

The Contractor shall prepare shop drawings based on the concept design/

drawing and get approval from the Engineer-in-Charge. The Architect and the

Engineer-in-charge reserves the right to reject part or all of the work if it is

substandard not as per the approved sample or per mock-up or does not

confirm to the approved sample/mock-up.

The rate shall be inclusive of all material (stones, sealer coat on the internal

sides and edges, adhesive, SS 316 cramps/ pins etc), labour for fixing,

moulding, champhering, rubbing, curing, finishing, cleaning, protection,

scaffolding, wastage etc. all, complete, as per the approved shop drawings, and

as directed by the Engineer-in-Charge. Backing coat plaster, angular wire cut

stones and water repellent coating shall be paid under relevant Tender items.

For angular shape wire cut stone if any required to execute in wet cladding,

stone shall be paid in solid stone item, however fixing charges for wet cladding

is included in this item.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

94 7.18 MRA -7.18 Ornamental/plain Solid stone work with carving: cum 216.00 1,92,647.45

Designing, providing, supplying, fabricating, hoisting and fixing in position good

quality, durable, machine cut solid sand stone (i.e Balesar/Chunar or similar

as per design intent) work (with/without carving and with/without wire cut stone)

made out of any type of sandstone, of any shade, with any type of

polish/textured finish, in any size, in various types of stone elements, i.e. solid

stone bands, column caps, column pedestals, cutouts, water spouts, coping,

steps, cornices in stone cladding, stone work for temple, chatri, stone bracket,

stone plank, stone chajja, pergolas, pavilion, gazebo, stone gate structure,

drains or other similar elements in required size, shape, texture as per the

approved drawing and approved sample, fixed on concrete/masonry/steel

structure. Stone shall be free from cracks, lines, stains, white spots of

efflorescence and even in shade for each elements. The stone shall be fine

grained and reddish or buff-colored (locally available).The work shall be carried

out as per attached drawings with differant process of i.e carving (manual/ by

machine), ornamental work, traditional temple work, figure work (any type, any

size), CNC cutting, moulding. The drawings provided are vary preliminary and

amount of carving will be more then what is shown on the drawings. The carving

and molding work shall be of very good quality. The stones to be fixed in line,

level and plumb in all respect with the use of brass clamps, pins, dowels,

cement slurry with matching pigment and Epoxy of approved make as required

and as approved by the Architects.

The stones shall be fixed to metal frames by using system of SS 316 undercut

anchor fasteners (ETA approved), adjustable aluminium brackets (fixed with

under cut anchors), other approved fixing system, SS316 clamps and pins, SS

316 anchor fasteners for concrete, masonry work and steel structure, SS

nuts, bolts, and washers, required accessories, fasteners and fixtures etc as

recommended by the manufacturer and design calculations. The aluminium

quality shall be as per grade 6063 T6 and BS 1474. If required, the stones shall

be fixed with white cement mortar with a matching pigment/stone fixing

adhesive/epoxy with mechanical strengthening, as suggested by the Engineer-in-

Charge and as per the design.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

In case of solid stone work in cladding works, The undercut anchors/any type of

anchoring system shall be fixed to the stones with special tools, tackle,

equipment and as recommended by the manufacturer. Installation, testing and

setting instructions shall be strictly followed as per the approved manufacturer’s

The Contractor shall prepare shop drawings based on the concept

drawing/design intent/3D view, along with design calculations (design to

withstand wind pressure as per IS 875 (part - 3) and as per the category of

seismic zone) of the supporting arrangement and its fixing to any type of

surface. All mortar dropping or other stains shall be cleaned by wet jute brush

immediately after completing masonry work to show clean stones in elevation

before closing day's work.

Mock-ups shall be carried out as per the approved material and shop drawings

and as directed by the Engineer-in-Charge before execution of the work. The

Architect and the Engineer-in-charge reserves the right to reject part or all of the

work if it is substandard not as per the approved sample or per mock-up or does

not confirm to the approved sample/mock-up. Structural stability of stone work

shall be the responsibility of the Contractor.

The rate quoted shall be inclusive of materials (stone, SS 316 under cut

anchors/ any other type of anchors/other anchoring system as approved for

fixing, adjustable aluminium brackets, anchor fasteners, clamps, pins, nuts and

bolts, washers, mortar, adhesive, etc., and any other approved framing system

for stones), labour, machinery, tools, tackle, special equipment, scaffolding,

sealer coat on all sides and edges, wastage of all materials etc., complete, for

all levels, all heights, as per the specifications and as directed by the Engineer-

If required any Metal framing system and water repellent coating shall be paid

under relevant Tender items.

The volume of installed stones shall be measured for payment without any

wastage. In the case of hollow elements or stone panel enclosures, the volume

of the panels shall be measured instead of the outermost dimensions of the

finished product and, Hollow portion shall not be measured for payment

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Sandstone Jali work:

Providing, fabricating, transporting, hoisting, and fixing in position, good quality

with specified thickness 2D/3D jali made of any type of sandstone (i.e

Balesar/Chunar or similar as per design intent) of any shade, any finish in

any shape, any pattern for all levels and all heights. The Jali shall be made as

per the design, with different processes, i.e. carving (manual/by machine),

ornamental work, traditional work, CNC cutting, water jet cutting, machine

moulding, etc. The drawings for the Jali shown are indicative/tentative and may

vary from the pattern/design/carving etc. as shown in the drawings.

The Contractor shall prepare a shop drawing based on the concept design/

drawing/3D view and get it approved from the Engineer-in-Charge. All mortar

dropping or other stains shall be cleaned by wet jute brush immediately after

completing masonry work to show clean stones in elevation before closing day's

Mock-ups shall be carried out as per the approved material and shop drawings

and as directed by the Engineer-in-Charge before execution of the work. The

Architect and the Engineer-in-charge reserves the right to reject part or all of the

work if it is substandard not as per the approved sample or per mock-up or does

not confirm to the approved sample/mock-up.

The stone Jali is to be fixed any elements on any surface in line, level, and

plumb, with the use of metal framing, SS 316 undercut anchors/other types of

the anchors as approved, adjustable aluminium brackets, clamps, SS

anchor fasteners of required capacity, nuts, bolts, washers, dowels, pins, with

the use of white cement mortar with a matching pigment, toungue and groove

system, epoxy and/or stain-proof, waterproof cementitious grout of an approved

make and shade as required and as approved by the Engineer-in-Charge.

Structural stability of stone work/stone jali work shall be the responsibility of the

The Jali shall be secured at the back and sides of the stone (additional

strengthening) using SS 316 cramps, pins, as per requirement and as directed

by the Engineer-in-Charge.

The rate quoted shall be inclusive of materials (stone, white cement mortar,

epoxy, grout, SS 316 cramps, pins etc, labour, machinery, tools, tackle,

scaffolding, sealer coat on the internal side and edges, wastage of all material,

etc., complete, for all levels and all heights as per the specifications. Water-

repellent coating and metal framing (if required) shall be paid under the relevant

95 7.19 MRA -7.19 a) Sandstone Jali work 40 to 50 mm thick Sqm 416.00 16,071.68

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

96 7.20 MRA -7.2 Carving work on any type of stone elements Sqm 100.00 78,349.44

Extra for carving work/engraving for motif/carving/signage i.e. text in hindi,

English, sanskrit or other language, numbers, grafics, letter, symbol, logo etc of

any size any shape for all floor all height etc as per drawing and as directed by

engineer in charge up to 50 mm depth on any type of stone elements i.e. for

paving, cladding, coping, steps, band/Patta in stone cladding, solid seating,

benches, any type of poles, planter boxes, bollards, or other similar elements,

solid stone base, as per the Concept design for any type of stone by manual or

with CNC or water jet machine as per drawing. Contractor shall prepare shop

drawing (scale 1:1) base on concept design and get approved. Sample shall be

approved by Engineer in charge. Mock-up shall be carried out as per approved

shop drawing and sample. Actual area of carving on stone shall be measured

Cost of plain stone, cladding system with anchor and framing shall be paid in

relevant tender item.

TOTAL CARRIED OVER TO SUMMARY

9.00 FALSE CEILING WORK

Notes for False ceiling work:

1. Points to be taken care of by the Contractor before selecting a manufacturer

from an approved make list

• Boards/tiles/panels, grid system, suspension system and all accessories shall

be from a single vendor and from the same make unless otherwise approved by

Engineer-in-charge.

2. Points to be taken care of by the Contractor before installation:

• Contractor shall correlate all services drawings from different installers and

prepare a clash free shop drawing as per the architectural drawings for RCP,

with all services integrated, vis a vis HVAC, FFTG, PLUMBING, ELE, ELV &

any other services planned and part of the design.

• The method statement for execution of all services coordinated with the ceiling

execution shall be submitted by the Contractor for approval of the Engineer-in-

charge before commencing execution work at site.

• Quality check and sequence of execution along with relevant documentation to

be ensured by the site project team for inspection and quality checks.

• Installation to be carried out by an approved and certified installer of the

manufacturer. The Contractor to submit manufacturers' approved certificate of

installer to the Engineer-in-charge before commencing work.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

3. Points to be taken care of during installation :

• The false ceiling work to be strictly supervised for alignment, line & level and

overall quality of installation and the Contractor to strictly follow the approved

methodology statement.

• The false ceiling suspension work shall be strictly from the mother slab or

secondary supports installed for the false ceiling and not from any suspension

members of other services.

• Trap doors to be fixed in line & level with the false ceiling, with a separate

suspension system from the mother slab and not with the false ceiling members.

Groves around the trap doors should be uniform on all sides.

• All services equipment & light fixtures, curtains etc. to be fixed with a separate

suspension system from the mother slab, not on the false ceiling tiles or false

ceiling members.

• For gypsum ceilings, the Contractor shall provide perimeter channels at the

periphery of all services cutouts for strengthening the system. All cutouts in the

boards shall be finished with tape, angle skimming coat etc. as per the

manufacturer's specifications.

• If required, additional supports to be provided for fixing the false ceiling (in

case of special shape, more height etc).

• In case the height of suspension system is more than what is recommended

by the manufacturer, separate MS supports to be provided from the mother slab

and the false ceiling to be suspended from the MS supports. Design and shop

drawing for the MS fabrication work and connections with the structure

members shall be submitted by the Contractor for approval by the Engineer-in-

charge. MS framework to be designed to accommodate other services, if

required. Such MS frame work shall be paid under relevant Tender items.

• The sequence of execution of the different services to be aligned with the RCP

to avoid any rework.

• Movement joints/groove to be provided in the boards or grid ceiling system in

large span areas.

4. Points to be taken care of post execution:

• Warranty for the false ceiling system to be provided by the installer &

manufacturer to ensure that the work is completed as per the specifications

(material and workmanship) and methodology statement.

• Completion certificate to be provided by the installer & to be signed and

verified by the manufacturer with respect to the Tender specifications and

approved shop drawing.

• All test reports are to be submitted by the Contractor for performance.

5. General Notes:

• Contractor to quote the rate considering all points mentioned in the

specifications.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Gypsum False ceiling:

Providing and installing a gypsum false ceiling at all heights, including a

framework made from special sections, power-pressed from M.S. sheets, and

galvanized with a zinc coating of 150 gms/sqm (both sides) in accordance with

IS: 277. The framework shall consist of angle cleats, 25 mm wide x 1.6 mm

thick, with flanges of 27 mm and 37 mm, spaced at 1200 mm centre-to-centre.

One flange shall be fixed to the ceiling with dash fasteners, 12.5 mm Dia x

mm long and 6 mm Dia bolts, while the other flange shall be attached to angle

hangers of 25x10x0.50 mm, of required length, with nuts and bolts. The opposite

end of the angle hanger shall be secured to intermediate G.I. channels

(45x15x0.9 mm), spaced 1200 mm centre-to-centre. The ceiling sections, made

from 0.5 mm thick bottom wedge sections (80 mm with 26 mm tapered flanges

and 10.5 mm lips), shall be positioned perpendicular to the intermediate G.I.

channels at 450 mm intervals using connecting clips made of 2.64 mm Dia x

230 mm long G.I. wire at each junction.

Perimeter channels, 0.5 mm thick and 27 mm high with 20 mm and 30 mm

flanges, shall be fixed to the wall or partition using rawlplugs at 450 mm

intervals, with 25 mm long drywall screws spaced at 230 mm. Gypsum boards

shall be attached to the ceiling sections and perimeter channels with 3.5 x

mm drywall screws at 230 mm intervals. Jointing and finishing shall include a

flush finish of tapered and square edges using recommended jointing

compound, jointing tapes, and three layers of jointing compound covering up to

150 mm on both sides of the joint, followed by two coats of primer suitable for

the board. All work will be executed as per the manufacturer’s specifications.

In the false ceiling work, vertical drops (drop-down Patta) more than 300 mm

shall be measured and paid. The rate shall also include the cost of making

openings for light fittings, grills, diffusers, and cut-outs made with frames of

perimeter channels suitably fixed, all complete, as per the drawings,

specifications, and direction of the Engineer in Charge, but excluding the cost of

putty and painting. The installation shall be carried out by an approved installer

and the material of the suspension system shall be as per the manufacturer's

specifications.

The Contractor shall prepare shop drawings with coordination of all services and

openings/accesses. The sample, shop drawings, and mock-ups shall be

approved by the Engineer-in-Charge. The actual installed area in plan and area

for vertical drop down more than height/width of 300 mm shall be measured for

payment without considering any wastage and without deductions of area for

lights, diffusers, columns, etc. Nothing extra shall be paid for making provisions

for providing lights, diffusers, AC grills, fire alarm systems, sprinkler systems,

and other such fittings/services. All work shall be carried out as per the

approved sample, mock-up, and shop drawings including all material and

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

98 9.01 MRA -9.01 b) 12.5 mm thick fire resistant glass reinforced gypsum (GRG) boards Sqm 47.00 1,211.85

(Confirming to BS476) complying to IS: 2095 :

99 9.02 MRA -9.02 c) 12.5 mm thick perforated gypsum boards size 1200 x 2400 x12.5 mm having Sqm 100.00 2,158.52

approximately 15 % perforated area with any perforation size and any pattern as

approved by the Engineer-in-Charge and as per the manufacturer's

specifications, with all 4 sides tapered and backed by acoustical tissue with

NRC value not less than

100 9.03 MRA -9.03 Mold resistance paperless Gypsum Ceiling Sqm 30.00 1,812.45

Providing and fixing a suspended ceiling system using a minimum 12.5 mm

thick paperless, modified glass fibre reinforced gypsum core board with

enhanced moisture and mould resistance as per EN 15283 Part-1. The board

shall have a thermal conductivity of 0.3 W/mºK, thermal resistance of

m²K/W, and conform to ASTM D3273 for mould resistance and EN520 Type H1

for water resistance. The board shall have square or tapered edges on all four

The suspension and grid system will be constructed from GI (IS-513), with a

yield strength of 260 MPa, finished with a 150 GSM galvanized coating as per IS-

277. The sections will feature a serrated, knurled, chequered, or ribbed pattern.

A 0.5 mm perimeter channel will be fixed along the perimeter of existing walls

using 6x40 mm impact anchors of an approved make at 600 mm centres. A

mm ceiling angle will be suspended by attaching it to a soffit cleat, made of CR1

grade (IS-513) material, with a zinc coating of 7 to 8 microns and a pull-out load

capacity of 6.8 kN. This setup will create a 1200 mm x 1200 mm grid.

The intermediate channel, 0.9 mm thick, will be secured to the ceiling angle

using an M6 x 12 mm hex nut and bolt arrangement (material as per EN

finish: zinc plating) or with 2 no. Ø4.2x13 metal-to-metal screws made of carbon

steel as per EN-ISO 7049/50 with a minimum 4-micron zinc coating. The ceiling

section will then be fixed to the intermediate channel using connecting clips

made from high carbon spring steel wire (BS970 Gr. En 42, 46-48 HRC, finish:

zinc plating 4-6 microns) and positioned perpendicularly to the intermediate

channel at 600 mm centre-to-centre spacing.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Single-layer gypsum boards shall be secured to the ceiling section using 25 mm

drywall screws made of carbon steel (EN-ISO 7049/50). The joints shall be

finished with a jointing compound, recommended filler, jointing tapes, and

finisher conforming to ASTM C475, to achieve a flush appearance. The finishing

process shall include two coats of primer suitable for the board, as per the

manufacturer’s specifications. The cost shall include making openings for light

fittings, grills, diffusers, and other cut-outs, framed with perimeter channels and

fixed as per the drawings, specifications, and directions of the Engineer in

Charge, but excluding the cost of putty and painting.

For false ceilings with drop-down pattas (vertical elements) exceeding a height

or width of 300 mm, measurements and payment will be based on the actual

installed area. The rate shall include the cost of creating openings for light

fittings, grills, diffusers, and other fixtures, framed with perimeter channels and

installed according to the drawings and specifications and as directed by the

Engineer in Charge. The cost excludes putty and painting.

The Contractor shall prepare shop drawings in coordination with all services,

including provisions for openings and access. Samples, shop drawings, and

mock-ups must be approved by the Engineer in Charge. Payment will be made

based on the actual installed area, including vertical drop-downs exceeding

mm, without accounting for any wastage or deductions for lights, diffusers,

columns, etc. No additional payment shall be made for making provisions for

providing lights, diffusers, AC grills, fire alarm systems, sprinkler systems, and

other fittings/services.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

101 9.04 MRA -9.04 Providing and fixing a suspended vertical linear baffle ceiling at all heights, Sqm 140.00 4,457.84

constructed from a minimum 0.6 mm powder-coated, roll-formed aluminium U-

shaped baffle. The baffle shall be made of aluminium alloy grade AA 3105 and

shall have dimensions of 100 x 50 x minimum 3000 mm (except at openable

portions and residues). The baffles will have a plain finish in an approved shade,

with a centre-to-centre spacing of 150 mm. The baffles shall be electrostatically

polyester powder-coated to a thickness of 60-80 microns.

The baffle blades shall be suspended using slotted U-profiles of appropriate

size and length (as per the baffle length), equipped with slots, torsion springs,

baffle hangers, splices, and threaded rods. Longer baffle sections will be joined

using baffle joiners, with the ends capped using end caps. Each hanger shall be

secured in position with locking clips or another approved method. For sections

that need to be opened, locking clips or torsion springs will be provided as per

the manufacturer’s specifications.

The baffle blades shall be connected at the ends with baffle joiners, inserted into

the top and bottom slots of the baffle closed profile for alignment only. The entire

suspension system and installation method shall be approved by the Engineer-

in-Charge. Installation will be carried out by an approved installer following the

manufacturer’s recommended procedures.

The baffles, along with the suspension system used together, shall carry a

year warranty against manufacturing defects and the manufacturer shall provide

a warranty certificate. The supply shall be backed by a Manufacturing Test

The Contractor shall prepare shop drawings with coordination of all services and

opening/access for the baffles. Sample, shop drawings and mock-up shall be

approved by the Engineer-in-Charge. Measurements shall be wall to wall without

any deductions for lights, diffusers, columns etc., of areas less than 0.36 sqm.

Nothing extra shall be paid for making provisions for providing light, diffusers,

AC grill, fire alarm, sprinkler system and other such fittings. The Out to out plan

area of aluminium Baffle ceiling system shall be measured for payment without

considering any wastage and without any deductions for lights, diffusers,

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

102 9.04 MRA -9.04 Access panel/ trap door: Sqm 25.00 4,119.99

Providing, supplying, and fixing ready-made, powder-coated access panels or

trap doors (single shutter/ double shutter) (Inner Frame - minimum 1.5 mm,

Outer Frame - minimum 2mm MS sheet) of an approved make and size, as per

the drawings. The installation shall include an aluminium outer and inner frame,

door, push latch, safety cable and hook, removable hinge, intermediate and

perimeter channels, and other necessary components for all floors, all heights

etc., complete, as directed by the Engineer-in-Charge. The tile or board of the

access panel shall match the false ceiling board.

The Contractor shall submit the technical data sheet of the product, detailing its

loading capacity, to the Engineer-in-Charge. A loose and fixed sample or mock-

up of the access panel must be approved by the Engineer-in-Charge.

The Contractor shall prepare a shop drawing based on the concept drawings,

including fixing arrangements and services, and prepare a mock-up of the

required area. Work shall commence only after approval of the shop drawings

The access panel system shall be fixed to any type of surface (e.g., RCC,

metalwork, etc.) with the necessary anchorage capacity, following the

manufacturer’s specifications. The Contractor shall ensure that the access panel

system is securely fixed, including appropriate arrangements with the adjoining

false ceiling and the bottom of the slab. The stability of the access panel system

shall be the Contractor’s responsibility.

TOTAL CARRIED OVER TO SUMMARY

10.00 WALL PANELLING WORK

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1) The The Contractor shall prepare shop drawings based on concept

drawing/design for all false ceiling, panelling and partition work in coordination

with all services and get approval from the Engineer-in-Charge before execution

2) All veneer and wood shall be FSC (Forest Stewardship Council) & Green

Guard certified.

3) All Manufactured products shall be with at least 5% recycled content.

4) Samples of all loose material and mock-ups shall be approved by the

Engineer-in-Charge.

5) Any wood/wood based material/plywood/MDF board shall be treated with anti-

termite treatment as per relevant IS code before use. Rates are inclusive of anti-

termite treatment of all such members.

6) The The Contractor shall co-ordinate for all services in wall panelling/ceiling

work i.e. making openings for light fittings, switch boards, electrical points, grills,

diffusers, cut-outs for any services, provision of addition framing members for

strengthening, making good, as per the satisfaction of the Engineer-in-Charge.

7) All elements shall be factory fabricated and finished, only final finishing to be

carried out on site with all necessary precautions.

8) The The Contractor shall co-ordinate for all services (cutouts and provisions)

in all type of wall panelling, false ceiling, partitions, pelmets and other interior

work. All cutouts and services provisions shall be finished at the factory/ work

103 10.01 MRA -10.01 Mirror with aluminium frame: Sqm 18.00 3,848.10

Providing and fixing 6mm thick superior quality wall hung mirror with modular

aluminium frame. Mirror shall be extra clear, decorative type, best quality,

bevelled edge at the periphery and of an approved make, in any shape and

The aluminium frame shall be up to 100mm wide, extruded type, with anodized

finish of an approved make in any shape and shade.

The backing of the mirror shall be 8mm thick cement bonded particle board/fibre

cement board and fixed with silicon sealant/double sided tape to the mirror.

The mirror assembly shall be with a floating hanging system with required

hanger, Z bar or French cleat etc., complete, in proper plumb and level etc. for

all floors, all levels, all heights as directed by the Engineer-in-Charge. The rate

shall include the mirror, cement fibreboard, anodised aluminium framing,

including adhesive, double sided tape, screws, fasteners and all required

accessories. Out to out area of the mirror with the aluminium frame shall be

considered for payment without any wastage.

TOTAL CARRIED OVER TO SUMMARY

11.00 PAINTING/POLISHING WORKS

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1) All adhesives, sealants, and paints shall be water-based, with low VOC

content and lead-free, meeting Green Building Norms and standards for

acceptable VOC levels.

2) The paint shall be applied only after thoroughly brushing the surfaces to

remove mortar dropping and other foreign matter, preparing the surface to be

even and smooth with sandpaper, after applying each coat of putty and primer.

3) The Contractor shall provide a warranty certificate where applicable.

4) Additional coats shall be applied as necessary until the surface presents a

uniform appearance at no extra cost.

5) The paint shall be applied using any method (e.g., brush, roller, spray).

6) The Contractor shall prepare and submit samples of a minimum of three

shades, as suggested by the Engineer-in-Charge, for approval.

7) The rate shall be applicable for all floors, all levels, all heights and by any

means, including scaffolding.

104 11.01 19032 White cement-based putty Sqm 1,583.00 40.59

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

an approved make and manufacturer, over any surface, to prepare the surface

even and smooth, complete, for all floors, all heights and all levels. .

The single time applied area of putty shall be measured for payment without

considering any wastage.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

105 11.02 MRA -11.02 Acrylic emulsion paint - interior grade Sqm 1,583.00 200.08

Providing and applying two coats of superior quality, interior-grade premium

acrylic emulsion paint and required number of coats of primer from an approved

make and shade. The paint must be highly washable, anti-fungal, anti-bacterial,

scratch-resistant, and scrub-resistant, with a VOC (Volatile Organic Compound)

content of less than 50 grams per litre of an approved brand and manufacturer.

The primer shall have low VOC (Volatile Organic Compound) content, modified

acrylic, water-based alkali-resistant primer as per manufactuers specification

and the same make of the paint. This application will be carried out over any

surfaces, on walls, ceilings, false ceilings, partitions, or any elements and

Interior works (Masonry/plywood/wood/RCC etc.) etc., including any additional

coats required to achieve an even shade and colour across all floors, all levels,

all heights, complete up to satisfaction of the engineer incharge.

This includes applying two or more coats of paint and the necessary number of

primer coats as per the manufacturer’s specifications on any surface, complete,

for all floors, all heights, all levels.

The single time applied area of paint shall be measured for payment without

considering any wastage. The Contractor shall prepare the required number of

mock-ups in the specified sizes with different shades or colours for approval

from the Architect and the Engineer-in-Charge before proceeding with the full

execution, at no additional cost. The final paint shall be done as per final

selection pallet of the colour/shade/accent paint for respective elements.

106 11.03 MRA -11.03 Acrylic emulsion paint with primer - Exterior grade Sqm 8,609.00 162.21

Providing and applying 100% acrylic smooth exterior paint with an exterior

primer from an approved make and shade. The paint shall have a VOC (Volatile

Organic Compound) content of less than 50 grams per litre. This includes

applying two or more coats of paint and the necessary number of primer coats

as per the manufacturer’s specifications on any surface, complete, for all floors,

all heights, all levels. The primer and Paint shall be of the single make.

The exterior paint and primer shall come with a minimum 7-year warranty. The

Contractor shall prepare the required number of mock-ups in specified sizes

with different shades or colours for approval from the Architect and the Engineer-

in-Charge before proceeding with the full execution, at no additional cost. The

final paint shall be done as per final selection pallet of the colour/shade/accent

paint for respective elements. The single time applied area of paint shall be

measured for payment without considering any wastage.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

107 11.04 MRA -11.04 PU polish - for external/internal wooden & veneered surfaces: Sqm 17.00 2,118.83

Providing and applying interior/exterior grade water-based polyurethane (PU)

polish of any shade and finish (matt, glossy, or semi-glossy) of an approved

make on new or existing external and internal wooden and veneered surfaces at

all levels and heights. The polish work shall be carried out as follows:

1) Surface Preparation: Sandpapering with various grades, up to 220 macro grit,

to the satisfaction of the Engineer-in-Charge.

2) Sealer Application: Applying two coats of sealer using a spray gun or other

suitable means, allowing sufficient drying time as per the manufacturer’s

specifications.

3) Wet Rubbing: Once the sealer coat has dried, wet rubbing with fine emery

cloth using ample water to remove the excess sealer layer and smooth the

surface. After wet rubbing, apply special grade PU fillers to fill any small or large

holes/grooves. Allow the filler coat to dry as per the manufacturer’s

specifications.

4) First Coat of PU Polish: Apply the first coat of PU polish with a spray gun or

suitable means. Once dry, sandpaper the surface using fine sandpaper up to

400 micro-grit. This process shall be repeated three times, ensuring a smooth

5) Stainer Coat Application: Apply a stainer coat of the approved shade, if

required. Sandpaper the wood surface using fine sandpaper up to 600 micro-grit

as per step wise requirement for polishing, to achieve a smooth finish, to the

satisfaction of the Engineer-in-Charge.

The polish application shall be conducted according to the manufacturer’s

specifications and as directed by the Engineer-in-Charge. A sample must be

approved by the Architect before the full execution of the work. The single time

applied area of polish shall be measured for payment without considering any

108 11.05 MRA -11.05 Stain-repellent transparent coating - for natural stone, exposed concrete Sqm 5,985.00 240.48

work, exposed brickwork

Providing and applying Hydrophobic Silane - Siloxane coating of approved

make, to exposed concrete surfaces at all heights & leads and wherever

instructed by Engineer-In-Charge. The treatment shall be in two coats wet-on-

wet or as recommended by approved manufacturer including preparation of

surfaces by cleaning, curing, protecting, independent double legged scaffolding

etc complete. The rate includes the cost of all materials, its application by

specialized applicators by spray coating with airless sprayer, cleaning the

substrate of all laitance, construction dust, contaminants, double scaffolding,

labour etc., all complete and at all levels, leads and heights as per particular

specification & directions of engineer in charge. Guarantee Bond in the

prescribed proforma shall be executed by the contractor for the satisfactory

performance of the application for 5 years. The single time applied area of

paint shall be measured for payment without considering any wastage.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

109 11.06 MRA -11.06 Providing and applying external finish of average 2 to 2.5mm thick acrylic based Sqm 1,398.00 399.46

texture coating of approved make and pattern with standard tool to give even

shades and applicator as specified by manufacturer on exterior surfaces at all

heights including scaffolding etc including thoroughly brushing the surfaces free

from mortar dropping and other foreign matter and sand paper smoothed,

necessary primer etc. complete as per the manufacture specifications and up to

the satisfaction of Engineer in-charge. The rate includes making of grooves,

pattas and finishing as directed by engineer in charge. External paint on texture

coating shall be measured and paid in relevant tender item. (Item should be

executed by approved applicator only.)

110 11.07 MRA -11.07 Natural stone type Exterior Texture Sqm 1,729.00 1,654.08

Providing and applying external finish of average 2 to 2.5mm thick acrylic resin

texture body coat incorporating natural and unique texture of natural sand stone

texture coating (without pigment) of approved make, approved shade (Match to

exisiting stone cladding) and approved pattern and as per following for all level,

1) Surface preparation - thoroughly brushing the surfaces free from mortar

dropping and other foreign matter and smoothening with sand paper up to the

requirement. Surface shall be dry and free from dirt, dust, oil, grease and foreign

matter. Surface unevenness, cracks etc. shall

be made good with cementitious filler without any extra cost.

2) Under coat application/primer in One or two coats shall be done by any

means (Roller/brush/sprey) as per manufacturer's specification and undercoat

material shall be as per approved manufacturers specifications and compatible

with selected texture.

3) Texture application - Texture shall be of One or two coats with overall

average thickness 2 to 2.5 mm thickness having UV resistant, anti-fungal, anti-

mold, anti-algal, and water permeable properties with/ without groove as per

design. Texture shall be made of natural stone dust (pink sand stone/match to

existing sandstone) as strainers and acrylic or resin based. Texture shall be

applied with standard tools to achieve even shade and finish as per

manufacturers specifications.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

4) Finish/Protection coat - Texture surface shall be protected with one or two

coat water base clear coat having low VOC content, which incorporates high-

tech fluorocarbon resin emulsion and silicone resin emulsion.

Final product having minimum 5 years warranty. also, Final texture shall a)

Creates an elegant sandtone effect , b) Elegant and Durable c) Excellent colour

retention due to usage of natural stone d) Excellent weather resistance e) Light-

The rate includes surface preparation, primer application, texture coating,

protection coating, making of grooves, pattas, finishing and scaffolding as

directed by engineer in charge. Texture shall be applied on any surface.

The item shall be executed by an approved applicator only. Sample (shade and

patterns as suggested by EIC) shall be prepared for review and approval. Work

shall be carried out as per the final approved sample.

The sample shall be approved before starting the work. The Mock-up shall be

carried out as per the approved sample. Minimum 3 mock up (No of mock up

shall be as per satisfaction of the engineer incharge) shall be done at site for

texture to match the final shade and finish including overall look and fill with the

existing sand stone claddinhg without any extra cost. The architect and Engineer

in charge reserve the right to reject part or all work of substandard or not in

confirmation to the approved sample as per mock-up. The total execution

method shall be as per the manufacturer's specification and approved by the

Architect and Engineer in charge. Actual applied area of the texture eshall be

paid without considering any wastage.

TOTAL CARRIED OVER TO SUMMARY

12.00 ROOFING WORK

110 12.01 SOR RA - Sandwich panels for roofing Sqm 100.00 3,329.97

12.01 Providing and installing prepainted "Sandwich panels" for roofing, as per

approved make. Panel skins shall be PPGL type, 35/250 profile sheet of SMP

coated of 0.5 mm thickness (TCT) for external and internal, light profiled, at the

bottom with guard film on both sides. The insulation core shall be rigid PIR

insulation of minimum density 40 Kgs/Cum and thickness of 50 mm minimum

at the valley. The rate to include the cost of all necessary accessories like

fasteners, washers, stitch rivets, laps sealant and fillers, gable and eaves

flashing,ridge, using the same material as the panel skins, sealing laps with

sealant and exposed ends protected, as directed by Engineer-in-charge.

Approved colour and brand to be procured. Measurements shall be considered

as per installed area.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

111 12.02 SOR RA - Roofing accessories - gutter/flashing/ridge (600 mm over all girth) Rmt 10.00 336.78

12.02 Providing and fixing precoated galvanised steel sheet roofing accessories

mm (+0.05 %) total coated thickness(base metal thickness of 0.45 mm and

coating thickness of 0.05 mm), Zinc coating 120 grams per sqm as per IS:

in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and

polyester top coat 15- 18 microns polyester top coat. using self drilling/ self

tapping screws complete :

The accessories shall be fixed using self-drilling/self-tapping screws, as directed

by the Engineer-in-Charge, for all floors, levels, and heights.

TOTAL CARRIED OVER TO SUMMARY

13.00 METAL WORK

1. All adhesives, sealants & paint shall be with low VOC with acceptable VOC

content as per GRIHA requirements and lead free.

2. The Contractor shall prepare shop drawings based on the concept design/

drawings for any type of fabrication work and get them approved. The

Contractor shall prepare mock-ups/prototypes (as suggested) as per the

approved shop drawings for approval. Work shall be carried out as per the

approved shop drawings, approved mock-ups/prototypes and as suggested by

the Engineer-in-Charge.

3. The rate shall be for all floors, all levels and for all heights.

4. The rate shall include the cost of all types of fasteners (ETA approved) to be

used for fixing.

5. Structural stability shall be responsibility of the Contractor for all kinds of

6. All elements shall be factory fabricated and finished, only final finishing to be

carried out on site with all precautions.

7. The Contractor shall coordinate all services related work (cut-outs and

provisions) in the metal work. All cut-out and services provisions shall be

finished at the factory/work shop.

8. The Contractor shall provide PVC/nylon separators, where two different

metals connect, to avoid galvanic reactions.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

112 13.01 SOR RA - Structural steel work - Fabrication works - with PU paint: Kg 63,430.00 148.77

13.01 Providing, fabricating, assembling, hoisting, erecting and fixing in position,

structural steel work, at all heights, all levels, all shapes & sizes with all leads &

lifts, using any type of MS sections like rolled steel sections, hollow sections,

plates, chequered plates, bars, sheets, rods, threaded bolts etc. all conforming

to the latest relevant IS codes for the metal elements, i.e. railings, signage

poles, gates, bus shelters, screen walls, commercial poles, gantry structure,

grills, bracings, foundation plates & bolts, platforms, brackets, fencing poles,

framing for advertisement boxes on lighting poles, electrical elements etc.

including straightening, cutting, bending, bolting and welding the members, all

as per the structural drawings and as per detailed specifications (for materials &

workmanship) including profile cutting, smooth grinding, machining of

edges/faces, all necessary welding (electric arc welding) for the required weld

lengths and sizes, machine drilling of holes for joining/anchoring, all necessary

arrangements for templates to keep the foundation bolts in position, dry sanding,

degreasing (wet cleaning) & preparation of rust-free surfaces manually or

mechanically, metal putty to make the surfaces even and smooth, necessary

scaffolding/staging, anchor fasteners for fixing, etc., complete, for all floors, all

heights and all level as directed by the Engineer-in-Charge.

Additionally, the fabricated steel work will be finished with PU paint to ensure

durability and aesthetic quality.

The Contractor shall prepare coordinated fabrication/shop drawings and obtain

approval before commencing any fabrication work along with design calculations

to ensure the stability of the elements. All fabrication work must be executed

with precise architectural workmanship and in accordance with Sections V and

VI of IS 800 and IS

The rate shall include the application of two or more coats of PU paint (DFT min

40 micron per coat) on all surfaces of MS members of approved make and

shade. This shall be applied over two coats of anti-corrosive epoxy base primer

(DFT minimum 50 microns per coat), as per the manufacturer’s specifications,

anchor fasteners, etc., all complete. The weight (by theoretical means) of MS

members/structure/element shall be measured for payment without considering

wastage, fixing accessories such as nuts, bolts, fasteners etc.

113 13.02 SOR RA - Extra for providing hydraulic bending to MS member (i.e. hollow sections, Kg. 559.00 46.91

13.02 rolled steel sections, any type of plates, sheet, bar etc) of any thickness any

size as per drawing, for any type of steel structures like railing, bus shelter,

signage structure, gantry structure etc. including straightening, profile cutting,

bending (precision bending), etc all as per approved shop drawings and as

directed by Engineer in charge.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

114 13.03 SOR RA - Extra for providing Hot dip galvanizing work confirming to IS 4759/ 2629/ Kg 55,790.00 52.77

13.03 2633 with zinc of 610 GSM thickness on any type of MS section for any

elements etc. for all the places, all heights, all level as per the drawing and as

instructed by Engineer in charge. The rate shall include preparing the surface by

shot blasting/ acid washing prior to hot deep galvanizing, labour, tools,

machinery etc complete (Sample to be approved). The weight of steel sections

before galvanization shall be measured for payment. The cost of steel sections

shall be paid for separately under relevant item.

115 13.04 SOR RA - Extra for providing and making CNC cutting on Any metal surface of any type, Sqm 50.00 938.49

13.04 any size, any shape etc as per design and drawing.

Contractor shall provide shop drawing based on design for approval. Work shall

be carried out as per approved shop drawing.

For payment purpose, out to out dimension of metal elements before CNC

cutting shall be consider for payment.

116 13.05 SOR RA - Stainless steel (304 grade) - Fabrication works Kg 1,479.00 755.33

13.05 Providing and fixing stainless steel (Grade 304) gratings, bollards, frames, guard

bars, ladders, brackets, corner guards, skirtings, kick plates, manhole covers,

floor raceway covers, thresholds, signages, and similar works made of hollow

tubes, channels, angles, flats, plates, etc. This includes welding, bending,

grinding, buffing, polishing, and forming curvature where required. The

installation shall include necessary stainless-steel nuts and bolts, complete, with

all necessary accessories, SS 304-grade dash fasteners, castor wheel, and

adhesive of an approved make, with stainless steel bolts of the required size.

These elements will be fixed on the top of the floor or the side of the waist slab

with suitable arrangements as per the approval of the Engineer-in-Charge,

applicable to all floors, heights, and levels.

The Contractor shall submit shop drawings based on the intent drawings for all

structural elements, along with design calculations to ensure the stability of the

elements. Approval of the shop drawings must be obtained before the execution

of work. This item excludes SS modular railing systems. The weight (by

theoretical means) of SS members/structure/element shall be considered for

payment without considering wastage, fixing accessories such as nuts, bolts,

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

117 13.06 MRA -13.06 SS modular system railing Kg 420.00 788.36

Providing and fixing a stainless steel (Grade 304) modular knock down railing

(threaded system) and baluster system of an approved make for stair railings,

handrails, bump rails, guard rails, or similar applications. The system shall

consist of a knock-down design in linear or curved shapes, made from hollow or

solid sections such as tubes, squares, flats, plates, bars, etc., with base plates,

cover caps, finishing accessories, infilled holding brackets, and other necessary

fixing accessories. The design can accommodate any type of configuration,

shape (plain/curved), size, and finish as per the approved drawings, etc.,

complete, for all floors, all heights, all levels, as directed by the Engineer-in-

The railing can be top-mounted or side/wall-mounted and shall be fixed with SS

304 grade anchor fasteners of the required size, based on the approved fixing

position. On-site welding or fabrication shall not be permitted. Samples shall be

approved prior to execution. The Contractor shall submit shop drawings based

on the concept drawings and site measurements. Upon approval of the shop

drawings, the Contractor shall arrange a mock-up of the railing system (2 or

nos.) of the required length as directed by the Engineer-in-Charge. The

Contractor shall protect the railing system until the Project is handed over.

The rate includes all fixing accessories and types of fasteners. However, for

payment purposes, only the theoretical weight of the stainless-steel members

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

etc. The SS modular railing system shall be installed by an approved fabricator

as specified in the preferred make list in the agreement.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

118 13.07 MRA -13.07 Providing and fixing Brass fabrication work/casting work for jyot, dhaja dand, Kg 500.00 3,051.31

kalash, railing, gate, grill, Q-manager post, skirting, temple pole, kick plate, mop

plate, inlay strip for flooring and wall panelling work or similar elements (factory

fabricated/ casting and finished only fixing at site) of any shape, any size, any

finish, including ornamentle work made of Hollow sections, channels, plates,

bar, flat, angle, chain etc., including cutting, bending, welding, grinding, buffing,

polishing and making curvature (wherever required) and fitting the same with

necessary brass nuts and bolts complete, i/c fixing the elements with necessary

accessories & Brass/ SS316 dash fasteners, brass bolts etc., of required size

with suitable arrangement as per approval of Engineer in charge for all level, all

height. Contractor shall prepare and submit the shop drawing base on concept

drawing and as per site measurement. As per approved shop drawing,

contractor shall arrange mock up of brass element (2 or 3 no) in required size as

directed by Engineer in charge. Architect reserves the right to reject part of full

work if it is non compliance of the design intent. Brass shall be heavy and good

quality clear satin finish with PVD Coating. (for payment purpose only weight of

brass members shall be considered excluding fixing accessories such as nuts,

bolts fasteners etc.). Any visible surface of fastner, screws or bolt of other

material than brasss shall be finished with brass PVD coting (matched with

The joineries of brass fabrication work shall be executed with slip joint, threaded

connections, alen key type fixing etc. No welding shall be permitted on site, and

if required it shall be approved prior to execution. the contractor shall protect all

brass work properly uptill handeling over the project by any means.

TOTAL CARRIED OVER TO SUMMARY

14.00 EXTERNAL DEVELOPMENT WORK

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

1) All stones shall be free from cracks, lines, stains, white efflorescence spots

and even in shade for all kind of stonework.

2) All stones shall be selected and sorted for uniform colour, figure and

thickness and approved by the Engineer-in-Charge prior to procurement.

3) All stones shall be from the same lot and/or source (stone quarry) for the

same kind of work and as approved by the Engineer-in-Charge.

4) The Contractor shall apply Stone impregnation primer/sealer coat on back

side and all edges (after cutting and finishing of the stones as per size) of the

stones of an approved make. Stone impregnation primer/sealer coat shall be

water based with a pH value of 7 to 10, in minimum of two coats as per the

manufacturer's specifications and as directed by the Engineer-in-Charge. No

extra shall be paid for the same.

5) The Contractor shall prepare and submit shop drawings for all kinds of

stonework with sub base/framing work/fixing arrangement/joinery, with all

required fasteners and get approval from the Engineer-in-Charge.

6) Mock ups/samples shall be prepared as per the approved shop drawings and

shall get approved by the Engineer-in-Charge before execution of work.

7) All adhesives and sealants shall be with low VOC and lead free with

acceptable VOC content as per the Green Building requirements.

8) Stonework shall be carried out for all floors, all levels, all heights, all places

including loading, unloading, stacking, transporting, hoisting, erecting by any

means (mechanical or manual).

9) All type of stones shall be cut to size with water jet cutting/laser cutting/CNC

machines according to the design and shape for achieving the best

workmanship as per the shop drawings.

10) Granite shall be mirror polished/flame finished/sand blasted/ river washed

or any other as per the specifications.

11) All type of stone/stone elements shall be factory cut and factory finished.

The finish on any stonework shall be as per the satisfaction of the Engineer-in-

Charge. If required, final finish/touch-up shall be executed at site as per the

direction of the Engineer-in-Charge.

12) Structural stability of the solid stonework shall be the responsibility of the

13) The Contractor shall make necessary provision for any services cut-

outs/other required provisions, co-ordinate with all services and making good

etc., complete.

14) All visible surfaces of the stonework shall have the same finish.

118 14.01 SOR RA - Sub grade preparation and consolidation Sqm 24,948.00 118.68

14.01 Preparation and consolidation of sub grade with power road roller of 8 to

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 earth with

lead up to 50 metres.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Box cutting for making a base for road work, pavement works walkway, etc in all

kind of soil, or any other material to give proper slop and camber by any means

including getting out the excavated material, and stacking material, dressing of

the sides, and disposal of excavated earth for all lead within site area/ plot

boundary, etc complete as directed by engineer-in-charge.

120 14.03 SOR RA - Embankment construction with selected approved good soil from any source Cum 5,789.00 1,106.35

14.03 outside the site area at OMC to min. 95% proctor density by using vibratory roller

for compaction. The rate includes royalty charges for material, transportation to

site for all lead and lift, laying in max. 300 mm layers, watering, rolling &

compacting the same as per the specifications, drawings and as directed by the

Engineer-in-charge. Method statement shall be prepared and submit to engineer

incharge for confirmation before starting of execution work.

14.04 Construction of granular sub-base by providing close graded Material

conforming to Grade-I, II or III (size range 26.5 mm to 0.075 mm - respective as

per grade) having CBR Value-30 to 20 as per respective grade specifications,

mixing in a mechanical mix plant at the optimum moisture content (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, The

work shall be completed in accordance with the specifications and as directed

by the Engineer-in-Charge.

14.05 Providing, laying, spreading and compacting graded stone aggregate (size

range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including

premixing the material with water at optimum moisture content (OMC) in for all

leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base

/ base course on well prepared surface and compacting with vibratory roller of

to 10 tonne capacity to achieve the desired density, complete, in accordance

with the specifications and as directed by the Engineer-in-Charge.

123 14.06 SOR RA - Primer Coat: Sqm 9,646.00 51.71

14.06 Providing and applying primer coat using hot straight run bitumen of

grade VG - 10, including heating the bitumen, spraying the bitumen

with mechanically operated spray unit fitted on bitumen boiler,

cleaning and preparing the existing road surface as per

specifications :

On W.B.M./GSB surface @ 0.75 Kg I sqm

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

14.07 Providing and laying dense graded bituminous macadam with 100-120 TPH

batch type HMP of grade VG30 producing an average output of 75 tonnes per

hour using crushed aggregates of required grading, premixed with bituminous

binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to

work site for all lead and lift, laying with a hydrostatic paver finisher with sensor

control to the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction etc complete as

per MoRTH 5th Revision complete in all respects. and as directed by Engineer

125 14.08 SOR RA - Tack Coat: Sqm 17,016.00 11.87

14.08 Providing and applying a tack coat with bitumen emulsion using emulsion

pressure distributor at the rate of 0.25 kg per sqm on a prepared

bituminous/granular surface cleaned with a mechanical broom.

126 14.09 SOR RA - Bituminous Concrete (Asphaltic Concrete) - Providing and laying bituminous Cum 853.00 9,263.16

14.09 concrete with 100-120 TPH batch type hot mix plant of grade VG30 producing

an average output of 75 tonnes per hour using crushed aggregates of the

specified grading, premixed with a bituminous binder @ 5.5 per cent of the total

mix, along with filler, transporting the hot mix to the work site, laying with a

hydrostatic paver finisher with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve

the desired compaction and grading, in accordance with MoRTH 5th Revision

specifications, and completed in all respects.

127 14.10 SOR RA -14.1 Scarifying/Milling - Road surface Sqm 7,375.00 93.17

Milling the existing bituminous pavement up to a depth of 100 mm by milling

machine in a single cutting depth to make a uniform surface without disturbing

the base, cleaning the milled surface as to avoid slippery including all other

incidential charges and other unforeseen charges etc. disposing of all materials

for at non objectionable place etc. complete as directed by Engineer-in-charge.

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

128 14.11 SOR RA - CC Pavement/CC driveway - M 30: Cum 606.00 6,941.33

14.11 Providing and laying cement concrete pavement of mix M-30 with ready mixed

concrete from a batching plant. The ready mixed concrete shall be laid and

finished with vacuum dewatering process and power floater treatment in roads,

pavements, platforms, floors etc, well compacted, mechanically vibrated with a

screed vibrator, finished to required levels, floated with neat cement and power

trowelled to get the desired smooth finish/ broom finish as per the design, over a

levelling course, including cast in panel, MS channel or box shuttering, curing

etc as directed by the Engineer-in-Charge.

Contraction joints to be formed at every 5m distances, by creating grooves with

a mechanical saw within 48 hrs. Grooves/sawed joints/ longitudinal joints shall

be 6mm width and 40 mm depth min (1/3 rd depth of the pavement) as shown in

the drawings. LDPE sheets (min 125 gsm) shall be laid below the pavement.

The rate shall be inclusive of labour, making the grooves, filling the groves with

an approved sealant and backer rods, provision of expansion joints, LDPE

sheets and machinery cost etc., complete, and as directed by the Engineer-in-

Charge. Reinforcement, if required, shall be paid under the relevant Tender

item. Mock ups for the concrete pavement work (for brooming pattern and joints

as per the drawing) shall be prepared by the Contractor and shall be approved

by the Engineer-in-Charge in all respects prior to mass execution works. The

Engineer-in-Charge reserves the right to reject a part or all sub-standard work or

work that is not as per the approved sample or as per the mock up. Actual

volume of laid concrete shall be measured for payment without considering

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

129 14.12 MRA -14.12 Kota stone - 25mm thick - textured finish - for paving/flooring etc.: Sqm 50.00 1,314.92

Providing and laying 25 mm thick Kota stones of any type, with any finish—such

as river washed, flamed, leather, linen, sandblasted, or similar—in any uniform

shade, size, and shape for flooring, platforms, pavements, stair treads, and

similar works, in the required design and patterns as per the drawings. The

stones shall be laid over an average 40 mm thick cement mortar bedding of 1:4

(1 cement: 4 sand), with cement mortar of 1:2 (1 cement: 2 sand) applied to the

sides of the stones. Grooves of a minimum 5mm size shall be provided, and

pointing, finishing, and filling of grooves with cement mortar and matching

pigment shall be done as per the approved sample. The work includes curing

and cleaning with a wire brush to remove excess cement from the sides of the

stones, to the satisfaction of the Engineer-in-Charge. For stair treads, Kota

stones shall be used in single, continuous lengths. No mortar should be visible

on the surface.

Loose samples of the Kota stones and the laid mock-up shall be approved by

the Engineer-in-Charge before mass execution. The exposed edges of the

stones shall have rounded corner treatment with even thickness and a finish

matching the stone finish, as per the drawing and as directed by the Engineer-in-

The rate shall include the cost of Kota stones (as per the approved sample),

cement mortar bedding, cement slurry, matching pigment, and all labour costs.

The Contractor shall prepare samples and patterns and obtain approval from the

Engineer-in-Charge before executing the work. The architect and Engineer-in-

Charge reserves the right to reject any part or all of the work if it is substandard

or does not conform to the approved sample as per the mock-up. The area of

laid Kota stone flooring shall be measured for payment without considering any

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

130 14.13 MRA -14.13 Kota stone - 40 mm thick - textured finish - for coping/tread/seating etc.: Sqm 66.00 1,537.27

Providing and laying 40 mm thick Kota stones of any type, with any finish—such

as polished, river washed, flamed, leather, linen, sandblasted, or similar—in any

uniform shade, size, and shape for stair treads, coping, seating on bench and

similar works, in the required design and patterns as per the drawings. The

stones shall be laid over an average 40 mm thick cement mortar bedding of 1:4

(1 cement: 4 sand), with cement mortar of 1:2 (1 cement: 2 sand) applied to the

sides of the stones. Grooves of a size as per drawing shall be provided, and

pointing, finishing, and filling of grooves with cement mortar and matching

pigment shall be done as per the approved sample. The work includes curing

and cleaning with a wire brush to remove excess cement from the sides of the

stones, to the satisfaction of the Engineer-in-Charge. For stair treads, coping,

and seating on a bench, Kota stones shall be used in single, continuous lengths.

No mortar should be visible on the surface.

Loose samples of the Kota stones and the laid mock-up shall be approved by

the Engineer-in-Charge before mass execution. The exposed edges of the

stones shall have rounded corner treatment with even thickness and a finish

matching the stone finish, as per the drawing and as directed by the Engineer-in-

The rate shall include the cost of Kota stones (as per the approved sample),

cement mortar bedding, cement slurry, matching pigment, and all labour costs.

The Contractor shall prepare samples and patterns and obtain approval from the

Engineer-in-Charge before executing the work. The architect and Engineer-in-

Charge reserves the right to reject any part or all of the work if it is substandard

or does not conform to the approved sample as per the mock-up. The area of

laid Kota stone flooring shall be measured for payment without considering any

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

Granite - textured finish - external flooring:

Providing and laying textured finish granite stone flooring of required size,

shape, of an approved type, shade and finish for driveways, plazas, drop off

points, stair treads, coping, etc. with even thickness at the exposed edges, over

40 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sand), sides

covered with cement mortar 1:2 (1 cement : 2 sand), including cutting grooves of

minimum 5mm size, pointing, finishing and filling the grooves with cement

mortar and matching pigment as per the approved sample, including curing and

cleaning with a wire brush to remove excess cement on the sides of the stones,

up to the satisfaction of the Engineer-in-charges etc., as per the drawings and

as directed by the Engineer-in-Charge. No mortar is to be visible on the surface.

Exposed edges of the stones shall have rounded corners in even thickness and

finished the same as the stone finish, as per the drawings and as approved and

directed by the Engineer-in-Charge. Granite stones shall be used in single

pieces for staircase treads. The loose sample of granite and laid mock-up shall

be approved by the Engineer-in-charge before mass execution. The architect

and the Engineer-in-charge reserves the right to reject part or all of the work if it

is substandard not as per the approved sample or per mock-up. The area of

laid granite flooring shall be measured for payment without considering any

131 14.14 MRA -14.14 A) 50 mm thick textured finish granite stone flooring Sqm 5,656.00 8,284.83

NO/RA RATE WITH 1%

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

SR NO SOR 24-25 ITEM DESCRIPTION UNIT TOTAL QUANTITY TOTAL AMOUNT

NO./REFE LABOUR CESS

132 14.15 MRA -14.15 Solid granite stonework: Cum 39.00 1,10,950.87

Providing and fixing machine cut plain solid granite stonework (without carving),

made out of any type of granite stone in various types of stone elements, e.g.

kerbs, bollards, coping, solid steps, benches, solid seating, flooring, etc. in the

required size and thickness as per the approved drawings and approved

samples. The exposed surface of the stones shall be with machine cut

finished/polished/flamed finish/sand blasted/river washed, as per the drawing

and as approved by the Engineer-in-Charge. The stones shall be chamfered at

the edges as per the drawings (if required). Any type of stone elements shall be

fixed with cement mortar 1:3 (1 cement: 3 coarse sand)/ready mix mortar/stone

fixing adhesives, including making joints with or without grooves and joined with

cement mortar and matching pigment, mechanical systems, if required (like

stone dowels, SS 316 anchor fasteners, cramps and pins), including pointing

with resin based cementitious grout of a matching shade/white cement mortar

1:2 (1 white cement : 2 stone dust of same stone), with an admixture of pigment

matching the stone shade.

The rate shall be inclusive of all materials, labour, transportation, hoisting in