Proposed New Construction of Cyclotron and Nuclear Medicine Building for GCRI at Asrawa, Ahmedabad

DESCRIPTION TOTAL AMOUNT (In Rs.)

DESCRIPTION TOTAL AMOUNT (In Rs.)

(1) CIVIL WORK Rs.

(2) PLUMBING, WATERSUPPLY & DRAINAGE WORK Rs.

(3) FIRE FIGHTING WORK Rs.

(4) ELV WORK Rs.

(5) ELECTRICAL WORK Rs.

(5) LIFT WORK Rs.

(7) MEDICALGAS PIPELINE Rs.

B ADD GST 18% Rs.

C GRAND TOTAL Rs.

C GRAND TOTAL Rs.

D Add 3 % Contingency Charges Rs.

E Add 2 % W/C Establishment Charges Rs.

F Add 1 % Quality Control Charges Rs.

PROPOSED NEW COMSTRUCTION OF CYCLOTRON AND NUCLEAR MEDICINE BUILDING FOR GCRI AT ASRAWA, AHMEDABAD

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Chapter 026 Clearing and grubbing road land includding uprooting rank vegetation, grass, bushes, shrubs, saplings and trees

1 26117C 2719.00 girth upto 300mm removal of stumps of tress cut earlier and disposal of unserviceable materials. Sqm 2.82 0.03 2.85

Page - 213 A) By Mechanical means in area of light jungle.

Excavation for foundation including shoring & shruting upto 1.5 mt.depth All kind of Soil. including sorting out and

stacking of unuseful materials and disposing off the excavated stuff upto all lead and lift.(Excavated earth / Stuff to

be stacked and surplus earth disposed at non objectinable place to be found by the Contractor and necessary

permision to be obtained by contractor from local authority/ Government with royalty certification if applicable )

Excavation for foundation including shoring & shruting for 1.5 mt. to 3.0 mt. All kind of Soil. including sorting out

and stacking of useful materials and disposing off the excavated stuff upto all lead and lift (Excavated earth / Stuff to

be stacked and surplus earth disposed at non objectinable place to be found by the Contractor and necessary

permision to be obtained by contractor from local authority/ Government with royalty certification if applicable )

Excavation for foundation including shoring & shruting for 3.0 mt. to 5.0 mt. All kind of Soil. including sorting out

and stacking of useful materials and disposing off the excavated stuff upto all lead and lift.(Excavated earth / Stuff to

be stacked and surplus earth disposed at non objectinable place to be found by the Contractor and necessary

permision to be obtained by contractor from local authority/ Government with royalty certification if applicable )

Filling available selected / approved stacked excavated earth (excluding rock) (Earth which is stacked at any location

outside the campus non- objectionable place shall be found by the contractor) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing etc. complete.

(Royalty shall be paid by contractor and supporting document submitted to client for verification.)

Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming

and consolidating etc. complete.

Providing and laying rubble soling, 23 cm thick, in a compact manner, foudation, road, footpath etc. using 200 to

mm. cut size stones, covering and levelling the surface with a layer of murrum after filling the voids with smaller sized

stones or stone chips, including watering, ramming well and consolidating each layer, As per drawings and design

supplied by architect and instruction given by authority and E.I.C.

Providing and filling with styrofoam/cinder (good quality) in sunks in layers of 15 cm thk including watering placing

ramming well etc. As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing and laying cement concrete 1:2:4 (1Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal

10 RA - 3 1,064.00 size) and curing complete including cost of formwork in Cum 4,044.00 40.44 4,084.44

(A) Foundation and Plinth

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50 m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50 m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(B) Plinth Beam

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

13 RA - 6 219.00 all levels , heights as upto 4.50 m , excluding reinforcement . Cum 6,728.57 67.29 6,795.86

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in

(i) Up to Plinth

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights as upto 4.50 m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) Column up to Ground Floor Slab lvl.

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights as upto 4.50 m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) Column up to First Floor Slab lvl.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50 m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) Column up to Second Floor Slab lvl.

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50 m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) Column up to Third Floor Slab lvl.

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50 m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) Column up to Fourth Floor Slab lvl.

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50 m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) Column up to Fifth Floor Slab lvl.

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50 m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) Column up to Sixth Floor Slab lvl. (Terrace Floor Slab lvl.)

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

21 RA - 8 78.00 all levels , heights as upto 4.50 m, excluding reinforcement . Cum 6,765.92 67.66 6,833.58

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(D) RCC Wall up to Ground Floor Slab lvl .

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 to accelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(D) RCC Wall up to First Floor Slab lvl .

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 to accelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(D) RCC Wall up to Second Floor slab lvl .

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(D) RCC Wall up to Third Floor Slab lvl .

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(D) RCC Wall up to Fourth Floor Slab lvl .

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(D) RCC Wall up to Fifth Floor Slab lvl .

Providing and laying in position control cement concrete mix M-35 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(D) RCC Wall up to Sixth Floor Slab lvl .

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

29 RA - 10 408.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,580.86 65.81 6,646.67

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Floor Beam

i) Ground Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

30 RA - 10 405.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,620.71 66.21 6,686.92

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Floor Beam

ii) First Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

31 RA - 10 405.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,660.56 66.61 6,727.17

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Floor Beam

iii) Second Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

32 RA - 10 405.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,700.41 67.00 6,767.41

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Floor Beam

iv) Third Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

33 RA - 10 405.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,740.26 67.40 6,807.66

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Floor Beam

v) Fourth Floor .

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

34 RA - 10 405.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,780.11 67.80 6,847.91

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Floor Beam

vi) Fifth Floor .

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

35 RA - 10 164.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,819.96 68.20 6,888.16

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Floor Beam

vii) SixthFloor .

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

36 RA - 11 69.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,777.07 57.77 5,834.84

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Lintel, sill and Mullians Bands

i) Ground Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

37 RA - 11 64.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,816.92 58.17 5,875.09

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Lintel, sill and Mullians Bands

ii) First Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

38 RA - 11 59.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,856.77 58.57 5,915.34

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Lintel, sill and Mullians Bands

iii) Second Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

39 RA - 11 52.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,896.62 58.97 5,955.59

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Lintel, sill and Mullians Bands

iv) Third Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

40 RA - 11 52.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,936.47 59.36 5,995.83

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Lintel, sill and Mullians Bands

v) Fourth Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

41 RA - 11 106.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,976.32 59.76 6,036.08

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Lintel, sill and Mullians Bands

vi) Fifth Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

42 RA - 11 22.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,016.17 60.16 6,076.33

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Lintel, sill and Mullians Bands

vii) Sixth Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

43 RA - 12 61.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,825.39 58.25 5,883.64

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Weathershed

i) Ground Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

44 RA - 12 53.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,865.24 58.65 5,923.89

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Weathershed

ii) First Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

45 RA - 12 53.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,905.09 59.05 5,964.14

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Weathershed

iii) Second Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

46 RA - 12 53.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,944.94 59.45 6,004.39

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Weathershed

iv) Third Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

47 RA - 12 53.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,984.79 59.85 6,044.64

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Weathershed

v) Fourth Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

48 RA - 12 53.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,024.64 60.25 6,084.89

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Weathershed

vi) Fifth Floor

Providing and laying in position control cement concrete mix M-25 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

49 RA - 12 23.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,064.49 60.64 6,125.13

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Weathershed

vii) SixthFloor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

all levels , heights upto 4.50m , excluding reinforcement .

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

51 RA - 14 380.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,973.75 59.74 6,033.49

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

i) Ground Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

52 RA - 14 372.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,013.60 60.14 6,073.74

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

ii) First Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

53 RA - 14 372.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,053.45 60.53 6,113.98

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

iii) Second Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

54 RA - 14 372.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,093.30 60.93 6,154.23

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

iv) Third Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

55 RA - 14 298.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,133.15 61.33 6,194.48

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

v) Fourth Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

56 RA - 14 298.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,173.00 61.73 6,234.73

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

vi) Fifth Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

57 RA - 14 36.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,212.85 62.13 6,274.98

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

vii) Sixth Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

58 RA - 15 15.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,856.39 58.56 5,914.95

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Stair Case

i) Ground Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

59 RA - 15 15.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,896.24 58.96 5,955.20

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Stair Case

ii) First Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

60 RA - 15 15.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,936.09 59.36 5,995.45

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Stair Case

iii) Second Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

61 RA - 15 15.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 5,975.94 59.76 6,035.70

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Stair Case

iv) Third Floor

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

62 RA - 15 15.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,015.79 60.16 6,075.95

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Stair Case

v) Fourth Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying in position control cement concrete mix M-30 grade for reinforced cement concrete work

using cement content as per approved design mix including pumping of concrete to site of laying, cost of Centering

shutterings, finishing, grouting if required , admixture in recommended proposition as per IS:9103 toaccelerated

retard, setting of concrete, improve workability as per direction of engineer in charge and approved , rates includes

63 RA - 15 15.00 all levels , heights upto 4.50m , excluding reinforcement . Cum 6,055.64 60.56 6,116.20

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Stair Case

vi) Fifth Floor

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed

concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by

floating, brooming with wire brush including The panel shuttering work etc. complete As per drawings and design

supplied by architect and instruction given by authority and E.I.C.

Providing and laying High Density Reinforced Cement Concrete (HDRCC) of minimum density 2.5 g/cc or as specified

in approved radiation shielding design, using approved heavy aggregates such as Barytes / Magnetite and

incorporating boron carbide where required for neutron attenuation, in cyclotron bunker walls of any thickness,

height and level, including design mix minimum M40, mix design submission and approval, trial mixes to achieve

required strength and density, controlled weigh batching, mechanical mixing, transporting, placing in layers not

exceeding 500 mm lift, continuous vibration to achieve void-free homogeneous mass, finishing and curing complete.

The work shall be executed strictly using heavy duty steel tunnel formwork system (Outinord B8000 Evolution or

equivalent) with central lifting stability calliper, BAAM mechanical alignment devices, integrated working platforms,

guard rails, access ladders, stability struts and push-pull props, designed for concrete pressure as per CIRIA Report

108 and manufacturer’s guidelines, ensuring maximum admissible live load 4500 daN per stability calliper and lifting

angle limits as specified in manufacturer’s manual including assembling, alignment within ±1 mm tolerance,

controlled concreting speed to limit lateral pressure below 8 t/m², provision of magnetic stop-ends, cones, ties, and

sacrificial lining where required, safe cranage with minimum 4 m slings and 45° maximum sling angle, complete

stripping, cleaning and oiling of panels after each pour. The rate shall include continuous density testing, cube

testing, radiation shielding compliance testing, shuttering with tunnel technology formwork only, making and sealing

of all openings, penetrations and recesses to prevent radiation streaming, refilling and reinstatement with matching

high-density concrete, smooth internal finish suitable for epoxy coating, all leads and lifts, labour, plant and

machinery, safety systems, annual inspection and certified use of stability callipers, complete as per approved

structural drawings, approved radiation shielding design, IS 456, IS 10262, IS 1199, and AERB Safety Guide (latest

2025 edition), and as directed by Engineer-in-Charge.for RCC Wall

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying High Density Reinforced Cement Concrete (HDRCC) of minimum density 2.5 g/cc or as specified

in approved radiation shielding design, using approved heavy aggregates such as Barytes / Magnetite and

incorporating boron carbide where required for neutron attenuation, in cyclotron bunker walls of any thickness,

height and level, including design mix minimum M40, mix design submission and approval, trial mixes to achieve

required strength and density, controlled weigh batching, mechanical mixing, transporting, placing in layers not

exceeding 500 mm lift, continuous vibration to achieve void-free homogeneous mass, finishing and curing complete.

The work shall be executed strictly using heavy duty steel tunnel formwork system (Outinord B8000 Evolution or

equivalent) with central lifting stability calliper, BAAM mechanical alignment devices, integrated working platforms,

guard rails, access ladders, stability struts and push-pull props, designed for concrete pressure as per CIRIA Report

108 and manufacturer’s guidelines, ensuring maximum admissible live load 4500 daN per stability calliper and lifting

angle limits as specified in manufacturer’s manual including assembling, alignment within ±1 mm tolerance,

controlled concreting speed to limit lateral pressure below 8 t/m², provision of magnetic stop-ends, cones, ties, and

sacrificial lining where required, safe cranage with minimum 4 m slings and 45° maximum sling angle, complete

stripping, cleaning and oiling of panels after each pour. The rate shall include continuous density testing, cube

testing, radiation shielding compliance testing, shuttering with tunnel technology formwork only, making and sealing

of all openings, penetrations and recesses to prevent radiation streaming, refilling and reinstatement with matching

high-density concrete, smooth internal finish suitable for epoxy coating, all leads and lifts, labour, plant and

machinery, safety systems, annual inspection and certified use of stability callipers, complete as per approved

structural drawings, approved radiation shielding design, IS 456, IS 10262, IS 1199, and AERB Safety Guide (latest

2025 edition), and as directed by Engineer-in-Charge.for RCC Slab

Providing and laying High Density Reinforced Cement Concrete (HDRCC) of minimum density 2.5 g/cc or as specified

in approved radiation shielding design, using approved heavy aggregates such as Barytes / Magnetite and

incorporating boron carbide where required for neutron attenuation, in cyclotron bunker walls of any thickness,

height and level, including design mix minimum M40, mix design submission and approval, trial mixes to achieve

required strength and density, controlled weigh batching, mechanical mixing, transporting, placing in layers not

exceeding 500 mm lift, continuous vibration to achieve void-free homogeneous mass, finishing and curing complete.

The work shall be executed strictly using heavy duty steel tunnel formwork system (Outinord B8000 Evolution or

equivalent) with central lifting stability calliper, BAAM mechanical alignment devices, integrated working platforms,

guard rails, access ladders, stability struts and push-pull props, designed for concrete pressure as per CIRIA Report

108 and manufacturer’s guidelines, ensuring maximum admissible live load 4500 daN per stability calliper and lifting

angle limits as specified in manufacturer’s manual including assembling, alignment within ±1 mm tolerance,

controlled concreting speed to limit lateral pressure below 8 t/m², provision of magnetic stop-ends, cones, ties, and

sacrificial lining where required, safe cranage with minimum 4 m slings and 45° maximum sling angle, complete

stripping, cleaning and oiling of panels after each pour. The rate shall include continuous density testing, cube

testing, radiation shielding compliance testing, shuttering with tunnel technology formwork only, making and sealing

of all openings, penetrations and recesses to prevent radiation streaming, refilling and reinstatement with matching

high-density concrete, smooth internal finish suitable for epoxy coating, all leads and lifts, labour, plant and

machinery, safety systems, annual inspection and certified use of stability callipers, complete as per approved

structural drawings, approved radiation shielding design, IS 456, IS 10262, IS 1199, and AERB Safety Guide (latest

2025 edition), and as directed by Engineer-in-Charge.for RCC Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Chapter 05 Providing and laying TMT Bar FE-500D reinforcement for R.C.C. work and straightening, cutting, bending, binding &

68 05014C 1,812,376.00 placing in position completed upto all floor all level as per I.S. Standard. complete. As per drawings and design Kg 75.46 0.75 76.21

Page - 54 supplied by architect and instruction given by authority and E.I.C.

Providing and position PVC Sleeves in RCC elements like walls slabs beams etc. of 6 Kg/cm2 UPVC Pipes and

69 RA - 18 210.00 diameter of taking out service pipelines cables road infrasturcture work etc. upto 0.5 mtr. length for all floors/ all Each 42.90 0.43 43.33

levels / all heights. a) 50mm dia.

Chapter 06 Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in

72 06002BA 627.00 foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand) cum 3,981.21 39.81 4,021.02

Page - 71 (B) Conventional

Providing and laying autoclave aerated concrete blocks as per drawing in single or multiple layers with approved

block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block shall not be less than

KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool

73 R.A-21 466.00 tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 cum 6,281.33 62.81 6,344.14

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding, racking / flush

jointing etc complete, as per drawing / specification etc, complete As per drawings and design supplied by architect

and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure works.

a) Ground Floor

Providing and laying autoclave aerated concrete blocks as per drawing in single or multiple layers with approved

block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block shall not be less than

KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool

74 R.A-21 474.00 tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 cum 6,321.42 63.21 6,384.63

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding, racking / flush

jointing etc complete, as per drawing / specification etc, complete As per drawings and design supplied by architect

and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure works.

Providing and laying autoclave aerated concrete blocks as per drawing in single or multiple layers with approved

block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block shall not be less than

KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool

75 R.A-21 763.00 tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 cum 6,361.51 63.62 6,425.13

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding, racking / flush

jointing etc complete, as per drawing / specification etc, complete As per drawings and design supplied by architect

and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure works.

c) Second Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying autoclave aerated concrete blocks as per drawing in single or multiple layers with approved

block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block shall not be less than

KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool

76 R.A-21 670.00 tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 cum 6,401.60 64.02 6,465.62

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding, racking / flush

jointing etc complete, as per drawing / specification etc, complete As per drawings and design supplied by architect

and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure works.

Providing and laying autoclave aerated concrete blocks as per drawing in single or multiple layers with approved

block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block shall not be less than

KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool

77 R.A-21 670.00 tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 cum 6,441.69 64.42 6,506.11

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding, racking / flush

jointing etc complete, as per drawing / specification etc, complete As per drawings and design supplied by architect

and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure works.

e) Fourth Floor

Providing and laying autoclave aerated concrete blocks as per drawing in single or multiple layers with approved

block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block shall not be less than

KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool

78 R.A-21 500.00 tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 cum 6,481.78 64.82 6,546.60

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding, racking / flush

jointing etc complete, as per drawing / specification etc, complete As per drawings and design supplied by architect

and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure works.

Providing and laying autoclave aerated concrete blocks as per drawing in single or multiple layers with approved

block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block shall not be less than

KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool

79 R.A-21 198.00 tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 cum 6,521.87 65.22 6,587.09

blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding, racking / flush

jointing etc complete, as per drawing / specification etc, complete As per drawings and design supplied by architect

and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure works.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying Solid Concrete Blocks (400 x 230/300 x 150/200 mm) or as per drawing in single or multiple

layers with approved Solid block laying polymer modified adhesive mortar. , minimum density in oven dry condition

between 2350 to 2450 KG/CUM, fire resistant 4 hours, in true line level and plumb and cleaning the surface with

80 R.A-22 413.00 necessary tool tackles including curing, scaffolding, racking / flush jointing etc complete, as per drawing / cum 7,588.01 75.88 7,663.89

specification etc, complete As per drawings and design supplied by architect and instruction given by authority and

E.I.C. For all civil, plumbing, electrical & infrastructure works.

a) Ground Floor

Providing and laying Solid Concrete Blocks (400 x 230/300 x 150/200 mm) or as per drawing in single or multiple

layers with approved Solid block laying polymer modified adhesive mortar. , minimum density in oven dry condition

between 2350 to 2450 KG/CUM, fire resistant 4 hours, in true line level and plumb and cleaning the surface with

81 R.A-22 371.00 necessary tool tackles including curing, scaffolding, racking / flush jointing etc complete, as per drawing / cum 7,628.10 76.28 7,704.38

specification etc, complete As per drawings and design supplied by architect and instruction given by authority and

E.I.C. For all civil, plumbing, electrical & infrastructure works.

Providing and laying Solid Concrete Blocks (400 x 230/300 x 150/200 mm) or as per drawing in single or multiple

layers with approved Solid block laying polymer modified adhesive mortar. , minimum density in oven dry condition

between 2350 to 2450 KG/CUM, fire resistant 4 hours, in true line level and plumb and cleaning the surface with

82 R.A-22 81.00 necessary tool tackles including curing, scaffolding, racking / flush jointing etc complete, as per drawing / cum 7,668.19 76.68 7,744.87

specification etc, complete As per drawings and design supplied by architect and instruction given by authority and

E.I.C. For all civil, plumbing, electrical & infrastructure works.

c) Second Floor

Providing and laying Solid Concrete Blocks (400 x 230/300 x 150/200 mm) or as per drawing in single or multiple

layers with approved Solid block laying polymer modified adhesive mortar. , minimum density in oven dry condition

between 2350 to 2450 KG/CUM, fire resistant 4 hours, in true line level and plumb and cleaning the surface with

83 R.A-22 74.00 necessary tool tackles including curing, scaffolding, racking / flush jointing etc complete, as per drawing / cum 7,708.28 77.08 7,785.36

specification etc, complete As per drawings and design supplied by architect and instruction given by authority and

E.I.C. For all civil, plumbing, electrical & infrastructure works.

Providing and laying Solid Concrete Blocks (400 x 230/300 x 150/200 mm) or as per drawing in single or multiple

layers with approved Solid block laying polymer modified adhesive mortar. , minimum density in oven dry condition

between 2350 to 2450 KG/CUM, fire resistant 4 hours, in true line level and plumb and cleaning the surface with

84 R.A-22 74.00 necessary tool tackles including curing, scaffolding, racking / flush jointing etc complete, as per drawing / cum 7,748.37 77.48 7,825.85

specification etc, complete As per drawings and design supplied by architect and instruction given by authority and

E.I.C. For all civil, plumbing, electrical & infrastructure works.

e) Fourth Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying Solid Concrete Blocks (400 x 230/300 x 150/200 mm) or as per drawing in single or multiple

layers with approved Solid block laying polymer modified adhesive mortar. , minimum density in oven dry condition

between 2350 to 2450 KG/CUM, fire resistant 4 hours, in true line level and plumb and cleaning the surface with

85 R.A-22 939.00 necessary tool tackles including curing, scaffolding, racking / flush jointing etc complete, as per drawing / cum 7,788.46 77.88 7,866.34

specification etc, complete As per drawings and design supplied by architect and instruction given by authority and

E.I.C. For all civil, plumbing, electrical & infrastructure works.

Providing and laying autoclave aerated concrete blocks as per drawing (Thickness 100 mm ) in single or multiple

layers with approved block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block

shall not be less than 40 KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal

conductivity shall not exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface

with necessary tool tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and

percent for Grade 2 blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding,

racking / flush jointing etc complete, as per drawing / specification etc, complete As per drawings and design

supplied by architect and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure

a) Ground Floor

Providing and laying autoclave aerated concrete blocks as per drawing (Thickness 100 mm ) in single or multiple

layers with approved block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block

shall not be less than 40 KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal

conductivity shall not exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface

with necessary tool tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and

percent for Grade 2 blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding,

racking / flush jointing etc complete, as per drawing / specification etc, complete As per drawings and design

supplied by architect and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure

Providing and laying autoclave aerated concrete blocks as per drawing (Thickness 100 mm ) in single or multiple

layers with approved block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block

shall not be less than 40 KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal

conductivity shall not exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface

with necessary tool tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and

percent for Grade 2 blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding,

racking / flush jointing etc complete, as per drawing / specification etc, complete As per drawings and design

supplied by architect and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure

c) Second Floor

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying autoclave aerated concrete blocks as per drawing (Thickness 100 mm ) in single or multiple

layers with approved block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block

shall not be less than 40 KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal

conductivity shall not exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface

with necessary tool tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and

percent for Grade 2 blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding,

racking / flush jointing etc complete, as per drawing / specification etc, complete As per drawings and design

supplied by architect and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure

Providing and laying autoclave aerated concrete blocks as per drawing (Thickness 100 mm ) in single or multiple

layers with Ready mix joining mortar. Crushing strength of aerated concrete block shall not be less than 40 KG/sqcm,

minimum density in oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not exceed

w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool tackles, The

drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 blocks when

tested in accordance with IS : 6641 (Part-2)-1972 etc. at all floors, any heights, all depths, any levels (in foundation &

Superstructure) and all places including curing, scaffolding, racking / flush jointing etc complete, As per drawings and

design supplied by architect and instruction given by authority and E.I.C. For all civil, plumbing, electrical &

infrastructure works.

e) Fourth Floor

Providing and laying autoclave aerated concrete blocks as per drawing (Thickness 100 mm ) in single or multiple

layers with approved block laying polymer modified adhesive mortar. Crushing strength of aerated concrete block

shall not be less than 40 KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal

conductivity shall not exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface

with necessary tool tackles The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and

percent for Grade 2 blocks when tested in accordance with IS : 6641 (Part-2)-1972 etc. including curing, scaffolding,

racking / flush jointing etc complete, as per drawing / specification etc, complete As per drawings and design

supplied by architect and instruction given by authority and E.I.C. For all civil, plumbing, electrical & infrastructure

Chapter 17 Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level

92 17001A+17006 2,801.00 and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 152.15 1.52 153.67

Page - 136, 137 A) Ground Floor (For Ceiling, Beam bottom and sides)

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level

93 2,073.00 and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 175.31 1.75 177.06

B) First Floor (For Ceiling, Beam bottom and sides)

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level

94 2,350.00 and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 198.47 1.98 200.45

C) Second Floor (For Ceiling, Beam bottom and sides)

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level

95 2,403.00 and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 221.63 2.22 223.85

D) Third Floor (For Ceiling, Beam bottom and sides)

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level

96 2,403.00 and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 244.79 2.45 247.24

E) Fourth Floor (For Ceiling, Beam bottom and sides)

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level

97 2,433.00 and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 267.95 2.68 270.63

F) Fifth Floor (For Ceiling, Beam bottom and sides)

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level

98 314.00 and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 291.11 2.91 294.02

G) Sixth Floor (For Ceiling, Beam bottom and sides)

Chapter 17 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

99 17002A 7,459.00 plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 174.83 1.75 176.58

Page - 136 A) Ground Floor (For inside wall, verticle surface plaster )

Chapter 17 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

100 17002A+17007A 5,191.00 plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 197.99 1.98 199.97

Page - 136, 137 B) First Floor (For inside wall, verticle surface plaster )

Chapter 17 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

101 17002A+17007A 4,748.00 plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 221.15 2.21 223.36

Page - 136, 137 C) Second Floor (For inside wall, verticle surface plaster )

Chapter 17 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

102 17002A+17007A 3,949.00 plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 244.31 2.44 246.75

Page - 136, 137 D) Third Floor (For inside wall, verticle surface plaster )

Chapter 17 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

103 17002A+17007A 3,792.00 plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 267.47 2.67 270.14

Page - 136, 137 E) Fourth Floor (For inside wall, verticle surface plaster )

Chapter 17 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

104 17002A+17007A 5,959.00 plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 290.63 2.91 293.54

Page - 136, 137 F) Fifth Floor (For inside wall, verticle surface plaster )

Chapter 17 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

105 17002A+17007A 407.00 plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 313.79 3.14 316.93

Page - 136, 137 G) Sixth Floor (For inside wall, verticle surface plaster )

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing 20 mm thick double coat mala cement plaster on interior brick / concrete work for plastering comprising of

base coat of 12 mm thick cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm

thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished with trovel including scaffolding curing etc.

Chapter 17 Providing & laying 20 mm. thick sand face cement plaster Gutkha finish on walls up to 10mt. height and above

107 17009 843.00 ground level consisting of 12 mm. thick backing coating of C.M. 1:3 (1 cement : 3 sand) and 8 mm. thick finishing Sqm 297.68 2.98 300.66

Page - 137 coat in C.M. 1:1 (1 cement :1 sand) etc. complete.

Providing and fixing Chicken wire mesh jali 16 x 24 or approved size of 22 gauge at junction of concrete and brick

work / AAC Block work or between different materials after making "V" grove between two different material surface

and filled with rich cement mortar, nailing etc complete for all floor, any height, all shape etc complete As per

drawings and design supplied by architect and instruction given by authority and E.I.C..

Providing and applying medium grain textured exterior finish, siloxane modified acrylic based, anti-mould, anti-algae,

weather resistant, water based coating system of approved imported make, of selected marble chip texture and

approved shade as per 3D architectural drawings, applied over properly prepared substrate including surface

cleaning, crack filling, surface levelling with exterior grade putty where required, application of suitable exterior

109 R.A-25 5,418.00 primer, followed by application of textured coating in required thickness and pattern using spray / trowel as per Sqm 1,405.00 14.05 1,419.05

manufacturer’s specification, ensuring uniform grain distribution and finish, including final protective top coat where

specified, complete with all scaffolding, labour, materials, T&P, lead and lift at all heights, curing, protection and

cleaning, complete in all respects as per approved drawings, manufacturer’s specifications and directions of Architect

/ Engineer-in-Charge for all height. basic rate of texure 80 rs per sqft.

Chapter 18 Providing and applying Wall painting (three coats) with plastic emulsion paint of approved brand and manufacture

110 18031+18032 30,721.00 on under coated wall surface to give and even shade including throughly brushing the surface free from mortor Sqm 111.83 1.12 112.95

Page - 143 droppings and other foreign matter and sand paperd smooth on new work to give an even shade.for all height

Chapter 19 Finishing wall with weather proof low viscosity ultima exterior emulsion paint on wall surface (two coats) to give an

111 19031 8,843.00 required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered Sqm 113.40 1.13 114.53

Page - 140 materials.etc complete for all height

Chapter 19 Applying two coats of acrylic lapy ( putty) & two coats of primer of approved brand and manufacture on new wall

112 19032 30,721.00 surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other Sqm 40.19 0.40 40.59

Page - 141 foreign matter and sand papered smooth.

Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1:1 including neat cement finishing,

watering etc. complete.For all floor

114 5018 3,848.00 Providing throating or plaster drip and moulding to R.C.C. Chhajja. Rmt 41.25 0.41 41.66

Providing & applying two Componant , non slumping , non-sagging, thixotropic epoxy bedding compond &

adhesive compatible with for tiles for coving at radius of 25 mm or as directed by the architect's/Engineer-in-charge

115 R.A-26 7177.00 make it fit for tiles inclusive of Labour, material and Equipment etc. for all heights ,location, shape & size as directed Rmt 450.01 4.50 454.51

by the architect/ engineer incharge etc completed As per drawings and design supplied by architect and instruction

given by authority and E.I.C. (Actual Length shall be measured for payment.)

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Metallic Wall Panels & Walkalbe Ceiling Panels

Providing, Designing, Supplying, Fabricating, and Installing of Metallic Wall Panels, Walkable Ceiling Panels, and

Integrated Partition Systems of proven quality and performance. All panels shall be high quality, tough, durable, and

impact resistant, with a factory pre-painted smooth finish. The painted surfaces shall be resistant to cleaning agents

and suitable for frequent washing without any deterioration, discoloration, or loss of finish. All materials used shall be

rust-proof, corrosion-resistant, and inert to the development of micro-organisms. Wall and ceiling surfaces shall

neither emit nor retain particles of any nature, ensuring hygienic conditions. The surfaces shall be easy to clean and

washable on a regular basis without affecting the paint or surface integrity. The complete partition system shall be

fully waterproof and watertight, including all panel joints. The system shall consist of metal composite panels of

mm overall thickness with PUFF core density adequate to provide structural stability, strength, and effective thermal

insulation. The minimum metal sheet thickness shall be 0.65 mm to 0.70 mm, with sheets pre-painted on all sides. All

panel joints shall be rigorously sealed and watertight. Return air risers shall be integrated within the wall system,

provided flush with wall thickness, using panels of 0.65 mm to 0.70 mm thickness on both sides, pre-painted

throughout, and matching the ceiling panel material and paint quality. Filters, light fittings, air extract grills, and

outward-opening access traps shall be flush-mounted. The walkable ceiling shall include a galvanized suspension

system as a standard feature. Aluminium or PU coving shall be provided at wall-to-ceiling junctions, and panels shall

Providing and applying a single-component, waterborne modified polyurethane (PU) dispersion-based wall coating

system, designed for interior wall surfaces, complete as per manufacturer’s recommendations and technical data. The

coating shall deliver a durable, hygienic, and semi-gloss finish with a minimum dry film thickness of 120 microns. The

system shall consist of surface preparation, priming, and application of PU top coats to achieve the specified

performance and appearance. Surface preparation shall ensure the substrate is clean, dry, sound, and free from dust,

oil, grease, and loose particles. Priming shall be carried out as required, with an approximate material consumption

of 0.15–0.20 kg/m², ensuring uniform coverage and proper adhesion to the substrate. The PU top coat shall be

applied in two coats, each with a material consumption of approximately 0.10–0.12 kg/m² per coat, achieving a total

system thickness of 120 microns. Additional material shall be allowed to account for surface porosity, surface profile,

level variations, and application wastage. Application shall be carried out under controlled environmental conditions,

with ambient and substrate temperatures maintained between +15°C (minimum) and +30°C (maximum), and relative

air humidity not exceeding 80%. The substrate temperature shall be at least 3°C above the dew point to prevent

condensation and blooming of the coating. Substrate moisture content shall be visibly damp-free, with a maximum

of 18% wood moisture equivalent, and no rising moisture as per ASTM polyethylene sheet test. Overcoating intervals

shall be approximately 8 hours minimum at +20°C and 6 hours minimum at +30°C, with a maximum overcoating

window of 48 hours. All application times are approximate and subject to ambient temperature and humidity

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing 1200 mm height aluminium powder coated railing with frosted/clear toughened glass panels,

comprising aluminium framework of approved section and design, powder coated in approved colour and finish,

including 12 mm thick frosted/clear toughened safety glass panels, edges polished and free from defects, fixed

between aluminium members, consisting of top and bottom rails of size 50 mm × 25 mm aluminium section, vertical

posts of size 50 mm × 50 mm aluminium section spaced at maximum 1200 mm centre to centre, powder coated

glass clamps suitable for 12 mm glass, base plate of size 100 mm × 100 mm × 6 mm thick securely anchored to RCC

118 R.A-28 234.00 / structural member using anchor bolts and chemical fasteners, including rail brackets and necessary fixing Rmt 6,670.00 66.70 6,736.70

accessories, installation of glass panels with clamps, proper alignment, plumbing and levelling, sealing joints with

approved silicone sealant, ensuring smooth powder coated finish, scratch free frosted glass surface, structural

stability and safety compliance as per relevant standards and codes, including all labour, materials, hardware, T&P,

lead and lift, scaffolding, wastage and incidentals, complete in all respects as per approved drawings, specifications

and directions of Architect / Engineer-in-Charge.

Providing and fixing aluminium powder coated hand railing system, comprising 50 mm diameter top rail with

intermediate supports of 37.5 mm diameter placed at maximum 1.00 metre centre to centre, installed along staircase

waist slab side walls and over ramp parapet walls, including fabrication, welding, grinding, buffing, polishing and

forming required curvature wherever specified in drawings, complete with balusters, brackets, supports, horizontal

119 R.A-29 95.00 members, base plates and all necessary fixing accessories, nuts, bolts and fasteners, properly anchored to RCC / Rmt 1,513.52 15.14 1,528.65

masonry substrate with suitable mechanical / chemical fasteners, ensuring correct alignment, level and structural

stability, smooth powder coated finish free from dents and scratches, including all labour, materials, T&P, scaffolding,

lead and lift, wastage and incidentals, complete in all respects as per approved drawings, specifications and

directions of Architect / Engineer-in-Charge.

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory

windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium

carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum oxicity index

of 12 for 100 gms) fabricated with miter joints after star headed SS screws having minimum frame density of 750 kg/

cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge),minimum compressive strength of 58 N/mm2,

modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being

120 R.A-30 725.00 termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash Rmt 832.95 8.33 841.28

fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash

fasteners shall be including). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth

and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra

payment on this account shall be made. applying PVC solvent cement and screwed with full body threaded Complete

As per drawings and design supplied by architect and instruction given by authority and E.I.C.

1) Frame size 45 x 85 mm

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color

and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot

melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin

polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat

husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum

and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2,

modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being

termite/ borer proof,water/moisture proof and fire retardant including stainless steel piano hinges/soft close clip on

concealed hinges and necessary S.S screws, stainless steel butt hinges of required size with necessary full body

threaded star headed counter sunk S.S screws, Handles, Stopper, Door closer, Tower bolt all As per drawings and

design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing of Anodised Aluminium (Matt finish) frame work (Horizontal and verticals , Styles and rails, ball

bearing) for Doors/ window/ventilation/alluminum partition with required Domal sections including fixing all items

and hinged / pivoted arrangements for operation of shutters and labour cost for fixing of door fittings and locks

including all items and contingencies described above complete (Aluminium beadings and glazing clips & section

measured under this item only) NOTE: All fitting works shall be carried out as per I.S. specifications including cost of

necessary rivets, screws, lugs, scaffolding, rubber gaskets etc., complete all generally as per drawings. The sizes of the

components should confirm as per details in drawings. Providing and fixing at all heights / in all floors with all leads.

Colour Anodised Aluminium doors / windows / partitions manufactured from best extruded Aluminium sections

confirming to ISI cut to length, joints mitred and corners grinded with joints water proof the outer frame and shutter

122 R.A-32 7,822.00 frame stiffened with corner angle and strips provided for in the frame for fixing the frame to R.C.C Columns / Kg 366.44 3.66 370.10

masonry/Granite Frame on sides, R.C.C lintels/Granite Frame on top and P.C.C sills or floor at bottom, the frame work

fixed with standard approved fastenings all generally as per details shown in drawings and specification with all the

sections pretreated for removal of any rust & scales and prevention of further rust/scale formation and coated with

greasy materials for non-adherence of mortar or any other sticky materials and this coat to be removed after

installations 1)Sheet metal screws, wool pile and aluminium angle corner cleat of required thickness and of full width,

etc. for assembling the frame and shutter; 2)Glazing clips for receiving infill panel for Double Glazed Unit (DGU), any

type of Glass, Compact Sheet, Louvers; 3) Best quality wool pile where ever shutter touches the frame; 4) Anchor

fasteners for fixing the frame assembly to the RCC or Granite or masonry surfaces etc. complete.

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing frosted glass /Texture Glass of any size, any shape and specified thickness in frame and shutter

work with necessary cutting of glass as per drawing & specifications including providing and fixing EPDM quality

rubber/silicon sealant/structural sealant of 3M tape on the periphery of the glass as per the required thickness etc.

complete a tall floors/alllevels/all heights as per the directions of Architect. Actual installed quantity shall be

measured and paid. Rate shall be inclusive of all type of wastage. etc, completed as per drawings and design

supplied by architect and instruction given by authority and E.I.C.(a) 6 mm thick

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing Tinted Float Glass of any size, any shape and specified thickness and SHGC velue 25 % in frame

and shutter work with necessary cutting of glass as per drawing & specifications including providing and fixing EPDM

quality rubber/silicon sealant/structural sealant 3M tape on the periphery of the glass as per the required thickness

etc. complete a tall floors/alllevels/all heights As per drawings and design supplied by architect and instruction given

by authority and E.I.C.. Actual installed quantity shall be measured and paid. Rate shall be inclusive of all type of

wastage. (a) 5 mm thick

Providing and fixing Compact Sheet of dark maroon colour in aluminium frame and shutter work with necessary

cutting of sheet, single side, double side coloured as per drawing & specifications including providing and fixing

EPDM quality rubber/silicon sealant/3M tape/screwing on the periphery of the sheet as per the required thickness

etc. complete at all floors/all levels/all heights As per drawings and design supplied by architect and instruction given

by authority and E.I.C. Cut edges of the compact sheet shall be provided with masking tape. Actual installed quantity

shall be measured and paid. Rate shall be inclusive of all type of wastage.(a) 6 mm thick

General Notes for Hardware : Supplying and fixing heavy quality fixture sand fittings for doors, windows, ventilators,

partition wall, cabinets with necessary screws, nails, machine pins etc. at all floor/all levels/all heights complete. The

126 R.A-36 231.00 fittings and fixtures hardware . The fixture & fastenings shall be provided as under : Providing & fixing heavy Nos. 1,600.00 16.00 1,616.00

duty"Euro profile Mortise Dead lock"(12.6cm 1CK brass)with minimum 6keys in door/window with necessary screws

and as per drawing, complete.

Providing & fixing SS 304 grade Baby latch" Door Bolt" size of 3.5"with hair line finish with necessary S.S. Screws

127 R.A-37 114.00 sand as per drawing, complete As per drawings and design supplied by architect and instruction given by authority Nos. 250.00 2.50 252.50

Providing & fixing heavy quality SS AISI 316 grade "Butt Hinge with 4 Bearing"of 102 x 76 x 3mm with necessary S.S.

128 R.A-38 12.00 Screws and as per drawing, complete As per drawings and design supplied by architect and instruction given by Nos. 500.00 5.00 505.00

authority and E.I.C.

Providing, supplying, fixing and installation of Aluminium DGU Sliding Window made from Domal series sections

comprising 3-Track frame section (21376) of size 80 × 45 × 1.5 mm and shutter section (21967) of size 67.4 × 27 ×

1.8 mm, fitted with Double Glazed Unit (DGU) clear glass of 6 mm + 12 mm air gap + 6 mm, complete with approved

colour anodized finish on aluminium profiles, including all required accessories such as rollers, handles, interlocks,

gaskets, wool pile, screws, fasteners and necessary fittings, including cutting, fabrication, glazing, assembling and

installation at site, complete in all respects as per approved drawings and specifications.The work shall include

proper sealing between frame and structure to prevent air and water infiltration. The entire work shall be executed as

per approved drawings, specifications and directions of the Engineer-in-Charge, complete in all respects, and the rate

shall include all materials, labour, tools, plant, machinery and incidentals necessary for satisfactory completion of the

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing, supplying, fixing and installation of Aluminium DGU Fixed Window fabricated from Domal series

aluminium sections comprising Outer Frame Section (14011) size 25.80 × 25.40 × 1.5 mm along with Fixing Square

Pipe Section (14470) size 25 × 25 × 1.5 mm, designed to accommodate Double Glazed Unit (DGU) clear glass of

mm + 12 mm air gap + 6 mm, with approved colour anodized finish on aluminium profiles, including all required

accessories such as EPDM gaskets, beading, screws, fasteners and necessary fittings, including cutting, fabrication,

glazing, assembling and installation at site, complete in all respects as per approved drawings and specifications.The

work shall include proper sealing between frame and structure to prevent air and water infiltration. The entire work

shall be executed as per approved drawings, specifications and directions of the Engineer-in-Charge, complete in all

respects, and the rate shall include all materials, labour, tools, plant, machinery and incidentals necessary for

satisfactory completion of the work.

Providing, supplying, fixing and installation of aluminium DGU Openable Window fabricated from Domal series

aluminium sections comprising Outer Frame Section (21635) size 52 × 44.5 × 1.4 mm, Shutter Section (21636) size

× 66 × 1.4 mm, and Fixing Clip (19469) size 32 × 26 × 1.2 mm, fitted with Double Glazed Unit (DGU) clear glass of

mm + 8 mm air gap + 6 mm, with approved colour anodized finish on aluminium sections, including all required

accessories such as hinges, handles, EPDM gaskets, screws, fasteners and necessary fittings, including cutting,

fabrication, glazing, assembling and installation at site, complete in all respects as per approved drawings and

specifications.The work shall include proper sealing between frame and structure to prevent air and water infiltration.

The entire work shall be executed as per approved drawings, specifications and directions of the Engineer-in-Charge,

complete in all respects, and the rate shall include all materials, labour, tools, plant, machinery and incidentals

necessary for satisfactory completion of the work.

Providing & fixing SS 316 Medium Duty Hydraulic Floor Spring for 80to130KG with cover plate & adjustable

concealed casted top pivot of any color with necessary screws and as per drawing,complete as approved by

132 R.A-41 78.00 Architect. Rate shall be inclusive of cutting off loor neatly, grouting the floor spring & cleaning/ polishing the floor & Nos. 5,000.00 50.00 5,050.00

maintaining in good working condition till defect liability period with one year guarantee.

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing & fixing SS 304 grade of brush/satin finish specified size Tower Bolt with necessary screws and as per

133 R.A-42 292.00 drawing, complete As per drawings and design supplied by architect and instruction given by authority and E.I.C. Nos. 850.00 8.50 858.50

a) 18" x 10mm (square)

Providing & fixing SS AISI 316 grade of glossy/satin finish specified size Push-Pull Handle in pairs with necessary

screws and as per drawing, complete Note:-As per drawings and design supplied by architect and instruction given

by authority and E.I.C.

a) 22mm (diameter) x 300mm

Providing and Fixing heavy duty S.S. Door Closer As per drawings and design supplied by architect and instruction

given by authority and E.I.C.

Providing and fixing Stainless steel mosquito net jali ,wire of I.S gauge designation 85-G with wire of 0.56 mm fix in

aluminium door, window, ventilator shutters of any size, any shape with etc all complete at all floors/all levels/all

heights As per drawings and design supplied by architect and instruction given by authority and E.I.C. Actual laying

installed Jali shall be measured. (Cost of aluminium snap beading shall be paid in basic item)

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing M.S. grill of required pattern top wooden frames of windows etc. with M.S.. flats at required

spacing and frame alround square or round headed bolts and nuts or by screws.including applying a priming coat of

red lead paint and two coats of oil painting etc complete (A)Plain grill

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing Flush type cleanroom Doors made up of 0.6 mm thick PPGI sheet, Door leaf 45mm thick, and

door frame of 1.2mm thick G I sheet, with The Shutter & Frame Shall be fully lead lined of min of 5 MM lead Sheet

with 99% purity and as defined by AERB. All provision should be mortised, drilled and tapped for receiving

appropriate hardware , with PUF insulation as infill material with Polyester Powder Coated finish with Hardware like

Dead lock, SS D Type handle Back to back / SS D Handle one side and one side SS push plate, Automatic Spring

Operated Consealed drop seal, Door Closer,SS Ball Bearing Hinges-100X58X3 mm,SS Kick Plate-Up to 300 mm

height, Vision Panel in door 350x750mm. Double Door/Single Door 2400X2400 mm Note:-As per drawings and

design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing of approved make Trap door with galvanised steel.Doors should be finished in Powder Coating

with film thickness of 60 microns approx. in desired RAL Shades. The manufacturer company must be TUV Nord ISO

9001-2015 certified ACODOR (koleshvari Infra) trap door and must be made from galvanised steel sheet. door must

be concealed type of hinges and appropriate provision for hanging from celling. appropriate locking must be

provided.frame and door must made from minimum 1 mm glavanised steel.

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Designing, Providing & fixing glass work at entrance having glass panels including 4 openable , central and fixed

side panels. Assembly shall be made of 12 mm clear heat strengthened glass of approved colour, frameless door

shutter with approved floor springs & patch fittings, to support / hold glass to withstand wind pressure of

140 R.A-49 25.00 kg/Sqm, stainless steel handles 430mm x 30mm (S.S.S min), patch locks, joints should be filled with transparant Sqm 6,019.10 60.19 6,079.29

approved silicon sealant to ensure stability & water tightness of door including fine stoppage including approved

heavy duty bottom rail / door section of anodized Aluminum sections etc.as per specification , approved approved

drawings and As per drawings and design supplied by architect and instruction given by authority and E.I.C.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Supply and fixing Wooden lead lined door frame for Single /Double leaf to required sizes of The frame should be

Single rebate profile of size 120 x 70 mm made out of Hardwood Mirandi. Frames shall be Butt jointed and field

assembled with self tabs. The Shutter & Frame Shall be fully lead lined of min of 3 MM lead Sheet with 99% purity

and as defined by AERB. All provision should be mortised, drilled and tapped for receiving appropriate hardware.

Rubber door silencers should be provided on the striking jamb. Frames should be fixed by anchor fasteners for

installation on a finished plastered masonry wall opening fixed in existing opening with the help of anchor fastener

of appropriate size as per direction of Engineer in Charge. The manufacturer should be an ISO certified and IGBC

registered member.Providing and fixing wooden Leadline Door leaf 44 mm thick with commercial ply & laminate

both side with or without vision lite.incase vision lite is required it shall be only Lead Glass as recomomnded by

141 R.A-50 465.00 AERB/DRC . The internal construction of the door should be rigid with lead line of 2mm thick all across the inside of Sqm 45,000.00 450.00 45,450.00

the exposed surface. In addition the door should have a basic infill ROCK WOOL with necessary reinforcement both

on top and bottom. All doors should be factory prepped for receiving appropriate hardware and provided with

necessary reinforcement for hinges, locks, and door closers as per ANSI Standard. including Providing and fixing SS

Ball Bearing Hinges of size 100 x 75 x 3mm complete with SS Screws ( 4 Nos. per panel ), Mortise Dead Lock, SS D

Type Pull Handle of size 300mm mm Long, door closers, Stainless Steel 304 grade 300mm Long Tower Bolt, anchor

fasteners of maximum 120mm lengths etc complete As per drawings and design supplied by architect and

instruction given by authority and E.I.C.

Providing and fixing Structural Glazing with using the 17 Micron anodised of approved colour alluminium section as

transium, mullium of size 63.5mm x 38.1mm x 2 mm with using 6 mm thick reflective structural glass (including

142 R.A-51 2,708.00 toughning) and fixed with silicone sealant and spacer tap and at corner sealed neoprene foam dust and Air sealed Sqm 4,155.75 41.56 4,197.31

gasket mirred including scaffolding etc.complete with all necessary fitting and fixtures including openable window.

etc complete as per drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing in position collapsible steel shutters with vertival channels 20 mm x 10 mm x 2 mm braced with

Chapter 11 flat iron diagonals 20 mm x 5 mm size with top & bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm

143 11003A 16.00 diameter steel pulleys complete with bolts, nuts, locking arrangements, stopper handles including applying a priming Sqm 5,391.23 53.91 5,445.14

Page - 110 coat of red lead paint.

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing, supplying, preparing, and installing a complete high-performance cementitious polyurethane (PU) Clean

Room Flooring System with a nominal thickness of 4.0 mm, including all materials, labor, equipment, surface

preparation, priming, scratch coating, PU floor topping, coving, joint treatment, curing, testing, and all incidental

works, complete in all respects and in strict accordance with the manufacturer’s instructions, applicable standards,

and clean room requirements. The flooring system shall be designed for the highest order of durability, offering

excellent resistance to abrasion, chemical attack, impact, and physical aggression, and shall be anti-bacterial, anti-

fungal, UV resistant, seamless, hygienic, non-dusting, and suitable for frequent washing and use of approved clean

room cleaning agents, providing a smooth matt, impervious, and easy-to-clean finish. All horizontal and vertical

corners, wall-to-floor junctions, upstands, columns, and similar details shall be finished with same-color polyurethane

coving to eliminate dirt traps. Substrate preparation shall include mechanical removal of laitance, curing membranes,

sealers, dust, oil, grease, paint, plaster, corrosion deposits, algae, and all unsound or contaminated materials by shot-

blasting, grinding, or light scrabbling to expose sound concrete, followed by thorough vacuum cleaning. New

concrete substrates shall be minimum RC30 grade as per BS 8500-2:2002, free from water-repellent admixtures,

achieving a rebound hammer value above 25 or surface tensile strength exceeding 1.5 MPa, and ground-bearing

slabs shall include a damp-proof membrane in accordance with CP102. Existing concrete floors shall be similarly

prepared, with oil and grease contamination removed by mechanical, steam, biological, or high-pressure water

methods, repaired where defective, and provided with surface-applied membranes or pressure-relief measures where

hydrostatic pressure is anticipated. A cementitious PU scratch coat of approximately 1.0 mm shall be applied to

prime and seal the substrate and cured for 12–48 hours, followed by a flow-applied cementitious PU topping of

mm, mixed using a forced-action mixer and achieving specified Compressive Strength (ASTM CI09) (28 days –

MPa), Tensile Strength (BS6319-7) (28 days – 6.8 MPa), Flexural Strength (BS6319-3) (28 days – 17.9 MPa), Slip-

Resistance (ASTM E303) Dry, and impact-resistance(ASTM 02794), Joules for 3mm thickness (8.1) & 6mm thickness

(10.8) with anchorage grooves formed at edges, joints, drains, and doorways. Priming shall be carried out using two-

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

water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and

shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3

kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the

145 R.A-53 1,027.00 zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required Sqm 1,444.73 14.45 1,459.18

thickness, leveling system and rubber mallet for placing the tiles gently and easily including grouting the joints with

white cement and matching pigments etc., complete. Colour and shade as approved by architect. All joints filled with

epoxy grout (avg. 4*10 to12 mm).Rate includes for all lead & lift . Glazed vitrified floor tiles polished finish of size

1200 X 1200 mm For Light Shade.

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

water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and

shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3

kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the

146 R.A-54 514.00 zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required Sqm 1,525.24 15.25 1,540.49

thickness, leveling system and rubber mallet for placing the tiles gently and easily including grouting the joints with

white cement and matching pigments etc., complete. Colour and shade as approved by architect. All joints filled with

epoxy grout (avg. 4*10 to12 mm).Rate includes for all lead & lift . Glazed vitrified floor tiles polished finish of size

1200 X 1200 mm For Dark Shade.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying 25 mm thick premium grade, machine cut, mirror polished Kota stone slabs of size 600 ×

mm, uniform in colour, texture and density, free from cracks, veins and surface defects, in flooring, skirting, risers,

steps and dado, laid over 20 mm average thick cement mortar bed (1:6) (1 cement : 6 coarse sand), including

cleaning, wetting of base, cement slurry bonding coat, proper bedding, leveling, alignment and compaction

complete, machine grinding with multi stage diamond pads, final mirror polishing to achieve smooth, even, high

gloss finish, chamfered edges, proper curing, surface protection, cutting and fitting around columns, frames and

fixtures, including all labour, materials, T&P, lead and lift, wastage and incidentals, complete as per drawings,

specifications and directions of Engineer-in-Charge.

Providing and laying 600 × 600 mm ultra-premium full body glazed vitrified tiles, rectified edges, uniform thickness

(minimum 8–10 mm), water absorption less than 0.5%, high gloss / satin finish as approved, in dado work on walls,

fixed using high performance polymer modified tile adhesive (C2TE/S1 grade or equivalent) of approved make,

applied with notched trowel over properly prepared, levelled, cleaned and primed surface, including surface hacking /

roughening wherever required, maintaining uniform 4 mm wide joints using spacers, ensuring proper alignment,

148 R.A-56 17,876.00 plumb, line and level, cutting and fitting around corners, edges, openings and fixtures, back buttering of tiles where Sqm 1,664.00 16.64 1,680.64

necessary to avoid hollowness, filling joints with approved stain resistant epoxy grout of matching shade, removal of

excess grout, final cleaning with non-acidic solution, curing and protection of finished surface, including all labour,

materials, T&P, scaffolding, lead and lift, wastage and incidentals, complete in all respects as per approved drawings,

specifications and directions of Architect / Engineer-in-Charge.

Providing and fixing 19 mm thick × 65 mm wide round moulded “Telephone Black” granite pencil patti with bevelled

edge finish, machine cut and mirror polished, uniform in shade and texture, free from cracks and surface defects,

fixed over top edge of vitrified tile dado as shown in drawings, bonded using high performance polymer modified

tile/stone adhesive (C2TE/S1 grade or equivalent approved make) over properly prepared, cleaned and levelled

substrate, including back buttering of granite where required to ensure full contact and avoid hollowness, proper

alignment, line and level, cutting and finishing at corners and junctions, filling all joints with approved colour

matched epoxy grout, finishing with sharp flush joints, cleaning excess grout, final surface cleaning with non-acidic

solution, curing and protection, including all labour, materials, T&P, scaffolding, lead and lift, wastage and

incidentals, complete in all respects as per approved drawings, architectural details and directions of Authority /

Engineer-in-Charge.

Providing and laying full body vitrified anti-skid tiles, 8–10 mm thick, size 600 × 600 mm, rectified edges, water

absorption less than 0.5%, uniform in colour and shade as approved by Architect, in flooring, laid over 20 mm

average thick cement mortar bed (1:6) (1 cement : 6 coarse sand) or levelling mortar 1:1.5 as specified, on new

surface, including preparation, cleaning and wetting of base, cement slurry bonding coat, proper bedding, alignment,

levelling and compaction complete after dismantling and removal of existing flooring including disposal of debris as

directed, maintaining uniform joints of 4 mm width using spacers, filling joints with approved colour matched epoxy

grout (average 4 mm × 10–12 mm), finishing with flush pointing, removal of excess grout, final cleaning without acid

damage, curing and protection of finished surface, including all labour, materials, T&P, lead and lift, wastage and

incidentals, complete in all respects as per approved drawings, specifications and directions of Authority / Engineer-

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying 18 mm thick premium quality Italian marble slabs, machine cut, calibrated, mirror polished,

uniform in colour, grain and texture, free from cracks, pits, resin patches and visible defects, laid in required pattern

in linear portions of the building as per approved architectural drawings, over 20 mm average thick cement mortar

bed (1:4) (1 cement : 4 coarse sand), including preparation, cleaning and wetting of base, cement slurry bonding

coat, proper bedding, alignment, levelling and compaction complete, jointed with white cement slurry @ 4.4 kg per

Sq.m, joints finished with white cement slurry admixed with matching pigment to achieve seamless appearance,

machine grinding, multi-stage rubbing and mirror polishing, edge dressing, cutting and fitting around columns,

frames and fixtures, curing, surface protection and final cleaning without acid damage, including all labour, materials,

T&P, lead and lift, wastage and incidentals, complete in all respects as per approved drawings, specifications and

directions of Authority / Engineer-in-Charge

Providing & laying average 40mm-100mm thick wired finish/float finish screed of cement concrete 1;2;4 ( 1 cement :

2 coarse sand : 4 graded stone agreegate 20 mm nominal size ) as base material for any type of flooring works in

152 R.A-61 1,229.00 building, general development area works etc. laid to achieve proper slope or 0-0 levelled surface and curing cum 1,831.30 18.31 1,849.61

complete excluding cost of formwork at any type of surface ,all floors ,all levels, all heights As per drawings and

design supplied by architect and instruction given by authority and E.I.C.

Chapter 14 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm

153 14015BA 128.00 nominal size) laid in one layer and finished with a floating coat of neat cement. Sqm 348.08 3.48 351.56

Page - 128 (B) 50mm thick.

Providing and fixing sandwich type granite counter platform, comprising base layer of 25 mm thick polished Kota

stone slab, properly bedded, levelled and supported over intermediate masonry / RCC supports in cement mortar,

and supplying and fixing 18 mm thick first quality “Telephone Black” granite slabs, machine cut, mirror polished, full

round moulded at exposed edges, uniform in colour and texture, free from cracks, laminations and visible defects,

fixed on top surface, side facia and vertical front strip as shown in drawings, bonded using cement mortar and high

performance stone adhesive to ensure full contact and structural stability, including proper alignment, line and level,

edge finishing, cutting and shaping for sink openings of any size, provision for plumbing fixtures, polishing of cut

edges, filling all joints with approved colour matched epoxy grout, finishing smooth, curing, protection and final

cleaning complete, including all labour, materials, scaffolding, T&P, lead and lift, wastage and incidentals, complete

in all respects as per approved drawings, specifications and directions of Authority / Engineer-in-Charge.

Providing and laying 18 mm thick “Telephone Black” or as per selection by architect granite slabs, machine cut, one

side mirror polished, uniform in colour and texture, free from cracks, veins and surface defects, in flooring, laid over

20 mm average thick cement mortar bed (1:6) (1 cement : 6 coarse sand) or levelling mortar 1:1.5 as specified,

including preparation, cleaning and wetting of base, cement slurry bonding coat, proper bedding, alignment,

levelling and compaction complete, joints filled with grey cement slurry and finished flush, including machine

rubbing and final polishing to achieve smooth and even surface, forming edge moulding as per approved

architectural pattern, including making two decorative grooves as detailed in drawings, cutting and fitting around

columns, frames and fixtures, curing, protection and final cleaning without acid damage, including all labour,

materials, T&P, lead and lift, wastage and incidentals, complete in all respects as per approved drawings,

specifications and directions of Authority / Engineer-in-Charge.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing 18 mm thick “Approved Shade” granite slabs, machine cut, mirror polished, uniform in size,

colour and shade, of approved make, free from cracks, veins and surface defects, in skirting, risers of steps, dado, wall

cladding, sills, jambs of doors, windows and ventilator frames, fixed over properly prepared surface using high

performance stone adhesive, including application of minimum two coats of approved construction chemical

bonding agent as per manufacturer’s specification, ensuring proper line, level, plumb and alignment, edge rounding /

chamfering as per architectural detail, cutting and fitting at corners and junctions, filling all joints with approved

colour matched cement putty, finishing with sharp flush joints, final rubbing and polishing, cleaning of surface with

approved mild solution (no acid damage permitted), curing and protection, including all labour, materials,

scaffolding, T&P, lead and lift, wastage and incidentals, complete in all respects as per approved drawings,

specifications and directions of Authority / Engineer-in-Charge.

Providing and fixing 25 mm thick machine cut, free edge, double polished Kota stone slabs for shelves, in single

piece of maximum 1.50 m length, uniform in colour and texture, free from cracks, laminations and surface defects,

fixed in cupboards and wall recesses, including cutting grooves in masonry / RCC walls to required depth,

157 R.A-65 142.00 embedding slab ends in cement mortar, bedding with neat cement slurry to ensure proper bond, maintaining true Sqm 870.81 8.71 879.52

line, level and alignment, edge dressing and polishing of exposed edges, finishing smooth and even, curing and

protection, including all labour, materials, T&P, lead and lift, wastage and incidentals, complete in all respects as per

approved drawings, specifications and directions of Authority / Engineer-in-Charge.

Chapter 14 Providing & laying rough chiseled dressed stone flooring over 20 mm.(average) thick base of cement mortar 1:5(1

158 14014AA 32.00 cement : 5 coarse sand) or L.M. 1:1.5 including pointing with cement mortar 1:2 (1 cement:2 stone dust) etc. Sqm 544.03 5.44 549.47

Page - 128 complete. [A] 25 mm. thick.

Providing and laying approximately 16 mm thick exterior grade heavy duty pavement tiles 300x300mm or higher size

as selected by architect, uniform in colour and texture, of approved make and pattern, suitable for exterior pedestrian

use, laid over 20–25 mm thick cement mortar bed (1:3) (1 cement : 3 coarse sand), bedding thickness varying as per

site levels and slopes, over properly prepared and compacted base, including cleaning and wetting of surface, laying

tiles in true line, level and required pattern as per architectural drawings, bonding with grey cement slurry,

159 R.A-66 128.00 maintaining 4–5 mm wide joints using spacers, or providing specified open joints / pebble stone filled gross joints as Sqm 915.63 9.16 924.79

per approved architectural scheme, no extra payment for forming such joints, pointing joints with approved ready-

made polymer joint sealer, finishing with ruled and sunk pointing, maintaining proper surface alignment and

drainage slope, cutting and fitting at edges, corners and around fixtures, curing, protection and final cleaning,

including all labour, materials, T&P, lead and lift, wastage and incidentals, complete in all respects as per approved

drawings, specifications and directions of Authority / Engineer-in-Charge.

Providing & laying china mosaic flooring of approvd make for plain and curved surfaces at floor, dado, otta etc.

comprising of 20 to 25 mm size broken pieces of ceramic/ glazed tiles (only white colour) laid over 1:6 cement mortar

bedding including applying cement slurry at the rate of 2.75 kg per Sq.m. on plain or sloped surfaces and filling joints

with white cement. The flooring/ dado shall be tampered with wooden rammer not exceeding 2 Kg in weight to bring

the mortar up to the surface including rounding of the junctions and extending them upto 15 cm along the parapet

wall. The rate shall include any type of bands, vata, any colour, any pattern or design as per drawing, curing, cleaning

with water and oxalic acid etc. complete as sample approved by Architect/ EIC. (Only plan area shall be measured

including vata upto 150mm height). Rates should be inclusive of acid washing and vata.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing & laying average 18-20mm thick double coat water proof smooth/ wired finish cement plaster (For terrace)

, 12 to 15mm thick first coat in CM 1:3 (1 cement : 3 coarse sand) by spraying, second coat of 6mm of CM 1:3 (1

cement : 3 fine sand) and mixing non shrinkage compensating waterproofing admixture (Add 330 grams of one

pouch with 1 bag of 50 kg of cement Bag-As per manufracurers specifications) in both coats including finishing with

a flooting coat of neat cement slurry etc complete for all floor. and shall be guaranteed for minimum period of

161 R.A-67 3,156.00 years after handing over the completed building by the main contractor to be finished as directed. Stamp paper Sqm 366.33 3.66 369.99

guarantee 10 years to be furnished before receiving any payment from the client. Waterproofing powder & liquid of

approved make recommended proportions is to be applied before each coat and final finishing coat. (Item shall be

operated for water retaining structures, sunks, basement walls and other places specified As per drawings and design

supplied by architect and instruction given by authority and E.I.C. (For Terrace PU Waterproofing protective layer).

approved make: sunanda/ fosroc/ BASF/ pidilite

Providing and applying hydrophilic crystalline based waterproofing system In two coat application. The application

to be done from +ve(positive) side on a wet open pore green concrete surface at coverage of 0.8to1kg/sqm as per

manufacturer specification. It should be hydrophilic in nature,should be able to grow crystals year after year to seal

microcracks. The product should confirm to DIN1048 part5 and should provide in depth crystallization.The material

and application warranty to be given by manufacturer’s authorized distributor/applicator on prescribed format for10

years.Note:- Treated area should be screeded using hydrophilic crystalline admixture KIM(Krstol Internal Membrane)

162 R.A-68 998.00 @ 2% for be stresults:-Application of crystalline coating to be done within 7days of casting of concrete All the Sqm 495.87 4.96 500.83

waterproofing activities shall be carried out by in-house application company of the principal material manufacturer

and provide a written corporate Supply Apply Corporate Warranty from the principal manufacturer that all work

executed will be free from defects in materials, workmanship and free of leaks for a period of 10 years from the date

of Work Completion, unless resulting from structural defects or causes other than the work of this section. Said

defects shall be remedied by the principal manufacturer for the period of the warranty without additional cost to the

owner for waterproofing material only. (For Sunken area waterprrofing)

Providing and laying 115mm over deck insulation over terrace water proofing of ex-foliated vermiculite of MFV/

Porosile / Vermiplast or equivalent as per approved make for roof insulation in the ratio of 1 :6 (1 cement : 6 Ex

foliated vermiculite (by volume)). Density of Ex foliated vermiculite shall be 212 kg/cum. The cement shall be mixed

with the ex foliated vermiculate in dry stage & then minimum qty of water shall be added. After screeding the ready

mixed material in specified thickness, curing shall be carried out at least for 7 days by sprinkling of required quantity

of water so that surface remains damp and not to be done by ponding or flooding. The work includes cleaning of the

surface with wire brush thoroughly necessary scaffolding finishing the top surface as best workmanship like

manner as per the manufacturers specifications.All the waterproofing activities shall be carried out by in-house

application company of the principal material manufacturer and provide a written corporate Supply Apply Corporate

Warranty from the principal manufacturer that all work executed will be free from defects in materials, workmanship

and free of leaks for a period of 10 years from the date of Work Completion, unless resulting from structural defects

or causes other than the work of this section. Said defects shall be remedied by the principal manufacturer for the

period of the warranty without additional cost to the owner for waterproofing material only.etc complete As per

drawings and design supplied by architect and instruction given by authority and E.I.C.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying PU- Liquid Applied polyurethane membrane terrace waterproofing system, Clean the RCC

surface of all loose particles, dust, cement laitance etc. preferably done using floor polishing machine or any other

mechanical tools. Surface preparation is of prime importance as the degree of performance of the coating is directly

proportional to the extent of cleaning Identify the cracks, construction joints, honeycombed areas etc. on the RCC

surface. Injection grouting shall be done at construction joints with providing and injection non shrink cementations

grout by mixing – 2 pouches (330 gms. Each) and 50 kgs of cement and sufficient water for flow ability, Grouting the

same under pressure in pre-drilled holes by grouting pump etc. After grouting is completed after 24 hours, cut the

nipples and seal it with PMM.Prepare a coving at the construction joints upto 250 mm on either side of the joints

using PU- Liquid Applied polyurethane membrane with min elongation of > 600 % (ASTM D412) with pH 8.5-10 and

90%+/- 3% and conforming to DIN 1048 for zero permeability at 7 bars of water pressure. Apply PU PRIMER at the

junction and allow it to dry for min 30-40 min. After primer has cured apply 1st coat of PU by brush. Cut a strip of

geotextile and tightly placing it along the junction. Apply second coat of PU over the geotextile in such a way that

no air bubbles are left in between. Fill all the cracks using PU- Liquid Applied polyurethane membrane. Slightly

widen the crack using a cutting device and clean the same using air blower to remove dust particles. Apply PU

PRIMER in the crack and then after 1 hr inject PU into the crack. After 3-4 hrs check for any absorbency if any fill the

crack again till it gets filled. Providing and applying single component liquid applied polyurethane based

waterproofing membrane of PU to the entire area at the dose of 1.5 kgs per m2 Apply single coat of PRIMER with the

help of brush and allow it to dry for 2-3 hours. After primer has dried apply TWO coats of PU a single component

moisture cured,polyurethane based elastomeric membrane. Apply First coat of PU at 1 kg per m2 rate and allow it to

cure for 24-48 hrs. Apply second coat PU at 0.5 kg per m2 rate. To provide key for the screed, sand should be

broadcasted while the second coat is still tacky. etc. complate As per drawings and design supplied by architect and

instruction given by authority and E.I.C. approved make: sunanda/ fosroc/ BASF/ pidilite

Providing and fixing 16 mm thick multiwall polycarbonate roofing sheets (Lexan / Bayer or equivalent approved

make), UV resistant, light transmission grade as specified, fixed over structural steel / aluminium framework,

including supply and installation with approved self-drilling Hilti screws with EPDM washers, providing 50 mm ×

mm aluminium strips at joints and supports, application of approved silicone weather sealant to ensure watertight

sealing, proper alignment, edge finishing, provision for thermal expansion gap as per manufacturer’s specification,

cutting to required size, fixing ridge / side closures where required, protection film removal after installation,

complete including all labour, materials, scaffolding, T&P, lead and lift, wastage and incidentals, complete in all

respects as per approved drawings, manufacturer’s specifications and directions of Authority / Engineer-in-Charge.

Providing and fixing structural steel work welded in built-up sections and hollow sections, including columns, beams,

joists, channels, M.S. flats, angles, pipes, tees, plates and cleats, fabricated as per approved structural drawings,

including cutting, bending, welding, drilling, grinding, assembling, hoisting and fixing in position true to line and

level, complete with all necessary connecting plates, angle cleats, gusset plates, bolts and welds, including surface

preparation by wire brushing / cleaning to remove rust, scales and oil, applying one coat of approved zinc rich / red

oxide primer and two coats of synthetic enamel / oil paint of approved shade, including all labour, materials, T&P,

scaffolding, lead and lift, wastage and incidentals, complete in all respects as per approved drawings, specifications

and directions of Authority / Engineer-in-Charge.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing 600mm × 600mm or approved size aluminium metal tile ceiling system, comprising 0.7 mm

thick aluminium clip-in plain tiles with antimicrobial coating, factory finished, uniform in thickness and shade, with

tile ends raised with pips and stops to ensure positive engagement into spring system for secure locking and easy de-

mounting of individual panels, tile sides sufficiently stiffened to ensure minimum deflection across length, edges

either bevelled or square as approved, powder coated with IAM series polyester based powder coating formulated

without TGIC, coating tested by independent laboratories conforming to internationally recognised standard JIS Z

2801:2000 for antimicrobial performance, tiles clipped into 0.5 mm thick G.I. clip-in rails, grid suspended from RCC

slab using 4 mm diameter G.I. suspension rods, hold-on clamps with clips and necessary accessories, including

alignment, levelling, perimeter trim, edge profiles, cutting for light fixtures, diffusers and services, providing

expansion provisions as per manufacturer’s specification, complete with all labour, materials, T&P, scaffolding, lead

and lift, wastage and incidentals, finished true to line and level, complete in all respects as per approved drawings,

manufacturer’s specifications and directions of Authority / Engineer-in-Charge.

Make: Oculus® Building Products Pvt. Ltd. / Hunter Douglas India Pvt. Ltd. / Lindner Middle East or equivalent

Providing and fixing gypsum board false ceiling system in approved design, comprising G.I. perimeter channel of

mm thickness having one flange of 20 mm, another flange of 30 mm and web of 27 mm fixed along the perimeter of

ceiling to brick work / concrete / partition using nylon sleeves and screws at 610 mm centre to centre, suspending

G.I. intermediate channels of 45 mm width, 0.9 mm thick, having two flanges of 15 mm each, from soffit at 1220 mm

centre to centre using ceiling angles of size 25 mm × 10 mm × 0.5 mm thick fixed to soffit with G.I. cleats and steel

expansion fasteners, fixing ceiling sections of 0.55 mm thickness having knurled web of 51.5 mm and two flanges of

26 mm each with 10.5 mm lips, connected perpendicular to intermediate channels at 450 mm centre to centre using

connecting clips, fixing 12.5 mm thick tapered edge gypsum boards conforming to IS 2095 (Part I) to ceiling sections

with 25 mm long drywall screws at 230 mm centre to centre using mechanical drilling machine, finishing joints and

tapered edges with jointing compound, paper tape and finishing compound to achieve smooth flush surface,

including forming drops, offsets, curves, mouldings, geometric patterns, providing cut-outs for light fixtures,

speakers, sprinklers, smoke detectors, trap doors, A.C. grills and diffusers, providing additional framing support

around ducts and service openings wherever required, marking grid lines, complete surface preparation including

application of plaster putty, two coats of primer and minimum three coats of plastic emulsion paint of approved

shade, including scaffolding, labour, materials, T&P, lead and lift, wastage and incidentals, complete in all respects as

per approved drawings, specifications and directions of Authority / Engineer-in-Charge.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles having Tegular edge & 15mm Thick

Densified edges on the Tile Periphery for Extra Strength The Light weight calcium silicate ceiling tiles shall have, light

reflection 85% non-combustible as per B.S. 476 part IV & also Non - Combustible / Zero Smoke Emmission as per UL -

723, 100% humidity resistance and also having thermal conductivity 0.043° w/m KC. & also having Anti - Microbial

Protection as Per JIS - Z2801 - 2010 for the best thermal Insulation. The Light weight calcium Silicate tile shall be of

approved texture Fine fissured/ Spintone/Cosmos/Spectra having NRC value of 0.5 & Globe having NRC value of

NRC or equivalent of size 595 X 595 mm to be laid on true horizontal level suspended inter locking metal grid of hot

dipped galvanized steel sections (galvanizing @120 grams per sqm including both side) consisting of main 'T' runner

suitably spaced at joints to get required length and size of 24X38mm made from 0.30 mm thick (minimum) sheet,

1200mm centre to centre, and cross 'T' of size 24X28mm made out of 0.33mm (Minimum) sheet spaced 1200mm

along spaced between main T' at 600mm centre to centre to form a grid of 1200X600mm and secondary cross "T' of

length 600mm and size 24x28mm made of 0.30 mm thick (Minimum) sheet to be interlocked at middle of the

1200X600mm panel to form grid of size 600X600mm resting on periphery walls/partitions on a perimeter wall angle

pre-coated steel of size (24X24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at

450mm centre to centre with 25mm long dry wall screws @ 230mm interval and laying 15mm thick Densified edges

light weight calcium silicate ceiling tiles of approved texture (Fine Fissured/Cosmos/Spintone/Spectra) in the grid

including, cutting /making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.,

wherever required, Main Trunners to be suspended from ceiling using G.I. slotted cleats of size 25X35X1.6mm fixed

to ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanized steel level clips

of size 85X30X0.8mm, spaced at 1200mm centre to centre long main "T" bottom exposed with 24mm of all T-

sections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as

directed by engineer- in-charge.Note:- Only calcium silicate false ceiling area will be measured from wall to wall. No

deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm. The calcium silicate

ceiling tiles shall have NRC. Value of 0.50 (Minimum) for Fine fissured/Spintone/Cosmos and 0.75 NRC for Globe,

Providing plinth protection to building including excavation in ordinary soil to required depth and width, dressing

and levelling the bed, laying 100 mm thick cement concrete (1:5:10) (1 cement : 5 coarse sand : 10 graded stone

aggregate 20 mm nominal size) as foundation layer, constructing brick masonry in cement mortar (1:6) to required

height where specified, and providing 100 mm thick cement concrete (1:2:4) (1 cement : 2 coarse sand : 4 graded

170 R.A-75 218.00 stone aggregate 20 mm nominal size) as top coping, finished with 10 mm thick cement plaster, broom finish on top Sqm 1,340.84 13.41 1,354.25

surface, forming square line markings of 0.20 m × 0.20 m on top and sides as detailed, including proper slope away

from building for drainage, curing, finishing, cleaning, including all labour, materials, T&P, lead and lift, wastage and

incidentals, complete in all respects as per approved drawings, specifications and directions of Authority / Engineer-

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing 250 mm expansion joint system of Horizontal Internal : Floor to Floor FF , Floor to wall, Roof to

wall: The work shall consist supply and installation of joints and seals -expansion/seismic joint system 3R/Kantaflex

model MSDSZJ/ MSD -QSZJ / MSDGCP/ MSWG/ MSW-QG/ MSDGCP/ MSD-QGCP in accordance with the drawings

and requireements of the specifications below. The joints are proprietary design utilizing extruded aluminum base

members ,self aligning / centering arrangement and support plates.The material shall be such that it provides

wateright flat joint cover expansion control sysytem that is capable of accommodating multidirectional seismic

movement without stress to its components.System shall consisit of metal profile that incorporates a universal

aluminum base member designed to accommodate various project conditions and floor/roof treatments. including

cover plate, The cover plate shall be designed of width and thickness requried to satisfy projects movement and

loading requirements and secured to base members by utilizing manufacturer's pre-engineered self-centering

arrangement that freely rotates / moves in all directions. The self - centering arrangement shall exhibit circular sphere

ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and

flexure in all directions including vertical displacement ,Including EPDM Profile including cost of GP2 grouting. The

joint sysytem shall resist damage or deterioration from the impact of falling ice, exposure to UV,airborne

contaminants as per manufacturer speciation and the joint design and drawing ,etc., complete all As per drawings

and design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing 250 mm expansion joint system for Vertical joints :3R/Kantaflex of MSNG/ MSNSK/ MSN-QSK/

MSN-QG system designed for internal/External wall and ceiling finishes with expansion movement of design for

internal/EXTERNAL application on wall to wall/ceiling /wall to corner including exposed metal plate /consealed metal

plate /flush metal plate desired as per the joint design and design width over the joint profile INCLUDING EPDM

Profile including GP2 grouting as per the joint manufacturer speciation and the joint design and drawing ,complete

all As per drawings and design supplied by architect and instruction given by authority and E.I.C. (Vertical)

Providing and Fixing Rubber Corner Guard -800 x 100 x 100 MM x 6 MM BLACK WITH YELLOW REFLECTIVE

173 R.A-78 168.00 SHEETING FIXED ON THE WALL WITH SIX 2” SCREWS etc. complete As per drawings and design supplied by Nos. 379.50 3.80 383.30

architect and instruction given by authority and E.I.C.

Providing and fixing ABS plastic modular speed bump units of size 750 mm × 250 mm × 75 mm, heavy duty, impact

resistant, with anti-skid line pattern top surface for enhanced tyre grip, in black and yellow combination, 4 Nos. per

running metre (2 black + 2 yellow), filled internally with cement concrete for added strength and stability, fixed firmly

to finished road surface using suitable anchor bolts with sleeves, including drilling, alignment, proper spacing,

tightening, finishing, cleaning and all labour, materials, T&P, lead and lift, wastage and incidentals, complete in all

respects as per approved drawings, specifications and directions of Authority / Engineer-in-Charge.

SIGNAGES HANGING FROM CEILING - Providing, Fabricating & Fixing signage's using 304 grade Stainless steel

mm thick brushed steel finish plate (2 nos) with 8mm thk. Acrylic sheet covered with vinyl of approved colour,

sandwiched between two S.S plate and fixed with s.s struds . Sandwiched plates should be fixed in 12mm X 12mm

175 R.A-80 39375.00 S.S 1.5mm thk.304 grade frame and punched (laser cut) lettering carried out on both the s.s plates of required size Sq.inch 68.30 0.68 68.98

and text as directed by Engineer and hanged to ceiling with the help of S.S 8mm thick chain at both ends with

making all the fixing arrangement to the ceiling and to the plate etc. complete all As per drawings and design

supplied by architect and instruction given by authority and E.I.C.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Supply & installation of Manual Roller blinds having Alluminium Roller tube along with fabric pasted on it with glue

having control unit for manual operations and bottom bar Aluminum powder coated for weight purpose, including

fabric, fitting & accessories complete as directed by EIC. Fabric to be approved by architect. etc. complete As per

drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing of Verticle Blinds fixed at all levels and sizes as per the manufacturers specifications . Fabric to

177 R.A-82 76.00 be approved by architect. Make : Vista or equivalent etc. complete All As per drawings and design supplied by Sqm 1,225.00 12.25 1,237.25

architect and instruction given by authority and E.I.C.

Supplying and Installing of Metalium SL-4 type 84R Aluminium 0.65mm TCT Plain Exterior Grade Powder Coating of

178 R.A-83 735.00 Panels and Back side Framming G.S. Black Exterior Louvre System. etc. complete All As per drawings and design Sqm 2,359.01 23.59 2,382.60

supplied by architect and instruction given by authority and E.I.C.

Supply & Installation external cladding using fibre cement plank of cassia/ straight grain/ teak coloured texture

(External Grade) thickness 8mm and dimension 150mmX3000mm. Fibre cement plank should be of minimum density

1300kg/ m3 (±50) and comply to ASTM C 1185 and ISO 8336 part (E) for confirming durability properties and BS

– part 5, 6 & 7, Thermal conductivity should be minimum 0.15 W/m˚K and PH value should be in the range of 7 –

Depending on height of structure Board to be fixed using Aluminium rectangular frame section of suitable gauge

with minimum spacing 450mm to 600mm or As per drawings and design supplied by architect and instruction given

by authority and E.I.C., Plank to be fixed using Screws of Tensile strength 34N and Shear strength 68N on framing

maintaining distance of minimum 25mm between two planks . All plank to plank joints to be staggered and finished.

Providing & laying Tac tile 300mm x 300mmx 15mm flooring. The tile laid using with adhesive as per site condition

180 R.A-85 675.00 including all labour and material, cleaning, curing, etc., complete all As per drawings and design supplied by architect Sqm 2,552.25 25.52 2,577.77

and instruction given by authority and E.I.C.

Providing & Laying polypropylene Flutted corrugated Floor Protector Sheets used for Floor Protection of Vitrified Tile

etc. Complete. without damage of tiles including neat and clean of flooring & including loading, lifting,transporting,

and disposal of debries outside of plot boundry et. complete with all leads & lift. etc completed As per drawings and

design supplied by architect and instruction given by authority and E.I.C.

Providing & applying single part non shrink cementitious crack sealer for wider surface crack filler on existing

concrete/ plaster surface. The cracks to be sealed shall be saw cut or chiselled to/form a V groove at approx. of

6mm x 6mm, The grooves shall be cleaned to remove all the loose particles, dust etc. The groove shall be sprinkled

with clean water before applying sealing mortar- cementitious crack fillar shall be mixed with water adopting w/c

ratio and a mix proportion of 1 part of water to 3.0 part of filler mixer by volume or as per manufacturer's

specifications. Thorough mixing shall be carried out till a smooth, homogeneous paste is obtained. The mixed paste

is fiiied into groove by gloved hand and the surface finished using a trowel. This continued till the full length of crack

is sealed proper curing shall be done if groove size exceed 6mm width or required otherwise as per site condition.

The entire applications shall be done As per drawings and design supplied by architect and instruction given by

authority and E.I.C. (For payment purpose actual quantity of Non-shrink cementitious grout shall be accounted)

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and applying Bonding agent of bind old and new concrete after removing the cover of the old

concrete and cleaning the surface thoroughly. Application of the bonding agent shall be done as per manufacturer's

specification and instructions and as directed. Rates to be inclusive of scaffolding, staging etc. complete.

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing & Fixing anchor fasteners including drilling in RCC / Masonary Members, fastening with structural steel

members etc complete all As per drawings and design supplied by architect and instruction given by authority and

Providing & Fixing anchor fasteners including drilling in RCC / Masonary Members, fastening with structural steel

members etc complete all As per drawings and design supplied by architect and instruction given by authority and

Providing & Fixing anchor fasteners . including drilling in RCC / Masonary Members, fastening with structural steel

members etc complete all As per drawings and design supplied by architect and instruction given by authority and

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

inserting reinforcement bar etc. complete as per Manufacturers & architects instruction.The work shall be carried out

187 R.A-90 560.00 by the technical workmens/agency approved by the manufacturer and under technical supervision of Manufacturer Each 120.87 1.21 122.08

of Injection grout including all materials,tool tackles ,labour etc.complete all As per drawings and design supplied by

architect and instruction given by authority and E.I.C.

(a) 8 mm. dia.bar -Holes 12mm dia Depth 100mm

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

(HY 150 or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers & architects

188 R.A-90 560.00 instruction.The work shall be carried out by the technical workmens/agency approved by the manufacturer and Each 157.72 1.58 159.30

under technical supervision of Manufacturer of Injection grout including all materials,tool tackles, labour

etc.complete As per drawings and design supplied by architect and instruction given by authority and E.I.C.

(B) 10 mm. dia.bar -Holes 14mm dia Depth 100mm

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

(HY 150 or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers & architects

189 R.A-90 560.00 instruction.The work shall be carried out by the technical workmens/agency approved by the manufacturer and Each 195.73 1.96 197.69

under technical supervision of Manufacturer of Injection grout including all materials,tool tackles, labour

etc.complete As per drawings and design supplied by architect and instruction given by authority and E.I.C.

(C) 12 mm. dia.bar -Holes 16mm dia Depth 120mm

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

(HY 150 or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers & architects

190 R.A-90 250.00 instruction.The work shall be carried out by the technical workmens/agency approved by the manufacturer and Each 250.88 2.51 253.39

under technical supervision of Manufacturer of Injection grout including all materials,tool tackles, labour

etc.complete As per drawings and design supplied by architect and instruction given by authority and E.I.C.

(D) 16 mm. dia.bar -Holes 20mm dia Depth 160mm

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

(HY 150 or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers & architects

191 R.A-90 250.00 instruction.The work shall be carried out by the technical workmens/agency approved by the manufacturer and Each 455.40 4.55 459.95

under technical supervision of Manufacturer of Injection grout including all materials,tool tackles, labour

etc.complete As per drawings and design supplied by architect and instruction given by authority and E.I.C.

(E) 20 mm. dia.bar -Holes 24mm dia Depth 200mm

192 R.A-91 200.00 Making holes upto 16mm dia. in masonry by hammer drilling machine including disposing the debries. Nos. 98.53 0.99 99.52

193 R.A-91 200.00 Making holes upto 22mm dia. in masonry by hammer drilling machine including disposing the debries. Nos. 99.71 1.00 100.71

194 R.A-91 200.00 Making holes upto 28mm dia. in masonry by hammer drilling machine including disposing the debries. Nos. 112.61 1.13 113.74

195 R.A-91 200.00 Making holes upto 40mm dia. in masonry by hammer drilling machine including disposing the debries. Nos. 153.66 1.54 155.20

Making holes upto 52mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Making holes upto 75mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Making holes upto 102mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Making holes upto 125mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Making holes upto 152mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Making holes upto 200mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Making holes upto 250mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Making holes upto 300mm dia. in any RCC members by diamond Core Cutting machine including disposing the

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Avg 100 mm thick cement concrete flooring with concrete hardener topping, under layer 70 mm thick cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick

cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by

volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This

includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete all As per drawings and design

supplied by architect and instruction given by authority and E.I.C.

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through

Chapter 11 their entire length and jointed together at the ends by end locks mounted on specially designed pipe shaft with

205 11005B 84.00 bracket plates, guide channels and arragements for inside and outside locking with push-pull operation including the Sqm 4,450.51 44.51 4,495.02

Page - 111 cost of hood cover and spring etc. complete.

(B) Shutters having width 3.5 M. and above

Carring out plinth treatment to post construction / existing structure by spraying chemical solution for termite

control treatment including labour and material consistment with I.S.I specification. Using Chlordene and

Chiorpurfiles 20 EC. As Per 6131_paret-II Consentration Weight one percent is recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1 % concrentration inclusive of one litre chemical emulsion appication at the rate

of 5 Litre chemical / Sqm of surface is recommended as per I.S. or As per drawings and design supplied by architect

and instruction given by authority and E.I.C.

Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M300

pnumatic compressed by mechanically pressed and as per approved design including 75 mm sand layer for levelling

and filling the joint with sand in proper line and level etc. completed all As per drawings and design supplied by

architect and instruction given by authority and E.I.C.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and

15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete all As per drawings and design supplied by

architect and instruction given by authority and E.I.C.

Providing and Laying Grassing with selection No.1 grass In rows 5 cm apart in both directions including watering and

maintenance of the lawn for 12 months or more till the grass forms a thick lawn, free from weeds and fit for mowing

including supplying farm clay up 300 mm thick, sludge, manure,pesticides , extra earth, disposal of rubbish, trench

excavation and all labour with lead and lift etc. complete

Providing & construction Tree plants required Digging of pits 0.6mt. x 0.6mt x 0.6mt, filling with goodearth with

mixing of cow dong and pesticide.planting the following plant of 4' to 6' height stack it well, maintain it for 3 month

210 R.A-94 105.00 name of plants Neem, Nagor, Avonla, Aritha, Garmala, Neem, Nagor, Avonla, Aritha, Garmala, Neem, Nagor, Nos. 293.00 2.93 295.93

Avonla, Aritha, Garmala, etc all As per drawings and design supplied by architect and instruction given by authority

Ayurvedic shrubbery Clinning the bed, mixing of the fertilizer and pesticides, digging the pit planting the good

quality of plant at required distance, maintain it for 12 month name of plants Tulsi, Brahmi, Aloe vera, Ardusi,

Asparagus, Panputti, Nagar vel, Phudina, Ashwagandha, Gugal, Wedellia, Jecomentia, Umbrella palm, etc

Note:- As per drawings and design supplied by architect and instruction given by authority and E.I.C.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Planting of exoitic palm trees Digging of pits 0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide.planting the following plant of 8' to 10' height stack it well, maintain it for 12 month Bottle palm,

Coconut, Sopari, Fish tail, Fox tail, Phonix, Date palm, Bismarkia, Shampagon, Latania, etc

Note:- As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Planting of Ornamental shurbs Digging of pits 0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow

dong and pesticide.planting the following plant of 8' to 10' height stack it well, maintain it for 12 month Golden

213 R.A-97 27.00 bamboo, Green bamboo, Ficus spp.Ixora spp., Hibiscus spp., Allamanda spp.Bougainvella spp., Nerium spp, Plumeria Nos. 173.00 1.73 174.73

Note:- As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing pesticides ,dust As per drawings and design supplied by architect and instruction given by authority and

Providing pesticides ,liquid As per drawings and design supplied by architect and instruction given by authority and

Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m hight, above ground consisting 4 nos 25 x 6 mm,

2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6mm M.S. flat iron rings in two

halves, fixing together at site withrequired six numbers of 8 mm dia. and 30 mm long bolts, including painting two

coats with synthetic enamel paint of approved brandand manufacture over a coat of primer. One name plate of

mmthick M.S. sheet of size 250x100 mm shall be welded to the treeguard near the middle height and lettered PIU/

any other approved name. The tree guard shall be suitably fixed to the groundby embedding four legs of tree guard

in pits of suitable dia and to adepth of 25 cm, refilling the pits with soil and ramming, complete inall respect As per

drawings and design supplied by architect and instruction given by authority and E.I.C.

Hording Erection of approved size (20' x 10') including 2" MS square pipe/ gurder ,1.5" pipe framing G.I sheet 26 or

217 R.A-101 2.00 28 gauge, Flex. as per the Architect's instructions & approval. Each 42,550.00 425.50 42,975.50

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing bright finish 2 mm thick Stainless steel (Grade 304) 3D letters box size up to 900 cm height in

English language with Acrylic cut work and fixing 3mm acrylic on top of brand Ptglass,astari etc,with all laser and cnc

218 R.A-102 315.00 work,including LED lighting illumination, all material, labour and other hardwares, waste of materials etc fixed in wall Each 633.00 6.33 639.33

at any height including scaffolding etc complete As per drawings and design supplied by architect and instruction

given by authority and E.I.C.

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints

between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete

all As per drawings and design supplied by architect and instruction given by authority and E.I.C.) Serrated with

central bulb (225 mm wide, 8-11 mm thick)

Providing & fixing CP brass double coat hook of premium quality etc. complete. As per drawings and design supplied

by architect and instruction given by authority and E.I.C.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Constructing RCC Under Ground water tank with Providing and laying controlled cement concrete M300 mix for

R.C.C. work including reinforcement, boxing, centering, vibrating, , PVC water stopper, curing and mixed with

approved water proofing cement compound or "CEMWET" or "PIDICRETE LW" integral water proofing admixture as

water proofing agent to be mixed with 50 kgs. bags shall be as recommended by the manufacture of the water

proofing material, concrete work for top, bottom slab & side pardi for underground water tank item incl. Necessary

221 R.A-105 388,500.00 excavation & refilling the available earth, 150 mm thick 1:2:4 for bedding of concrete, 20 mm thk. water proofing Liter 17.00 0.17 17.17

cement plaster in C.M. 1:3 with smooth finishing, Glazed Tile Flooring & Glazes Tile Dado in 1:3 (1 cement : 3 coarse

sand) & 10 mm thick, vata, watering etc. Comp. to all face of tank including locking arrangement outlet, inlet,

overflow and washout outlet pipe arrangement as necessary & C.I. Cover 0.60 x 0.45 weight not less then 35 kg with

locking arrangement. etc. comp as per structural drawing Including Reinforcement TMT-FE500D As per drawings and

design supplied by architect and instruction given by authority and E.I.C.

Constructing RCC Overhead water tank with Providing and laying controlled cement concrete M300 mix for R.C.C.

work including reinforcement, boxing, centering, vibrating, , PVC water stopper, curing and mixed with approved

water proofing cement compound or "CEMWET" or "PIDICRETE LW" integral water proofing admixture as water

proofing agent to be mixed with 50 kgs. bags shall be as recommended by the manufacture of the water proofing

material, concrete work for top, bottom slab & side pardi for Overhead water tank item incl. 20 mm thk. water

proofing cement plaster in C.M. 1:3 with smooth finishing & Glazes tile Dedo, vata, watering etc. Comp. to all face of

tank . including locking arrangement outlet, inlet, overflow and washout outlet pipe arrangement as necessary & C.I.

Cover 0.60 x 0.45 weight not less then 35 kg with locking arrangement. etc. comp as per structural drawing Including

Reinforcement TMT-FE500D As per drawings and design supplied by architect and instruction given by authority and

Providing and fixing High Pressure Laminate (HPL) compact grade cladding system including complete supporting

framework, conforming to IS 2046 and EN 438, manufactured under high pressure exceeding 5 MPa and temperature

above 120°C, comprising layers of kraft paper impregnated with thermosetting phenolic resin and decorative paper

impregnated with thermosetting melamine resin, UV resistant, weather resistant, moisture resistant, anti-graffiti and

anti-bacterial, of approved shade, texture and minimum 6 mm thickness or as specified, fixed over complete

aluminium / hot dip galvanized steel sub-framing system comprising vertical and horizontal members, brackets,

cleats, anchor fasteners, spacer blocks and necessary accessories, mechanically anchored to RCC / masonry substrate

with stainless steel fasteners, providing required cavity gap for ventilation, maintaining expansion joints as per

manufacturer’s specification, cutting, drilling, edge sealing, alignment, plumb and level, sealing joints with approved

weather grade sealant where required, including all hardware, scaffolding, labour, materials, T&P, lead and lift,

wastage and incidentals, complete in all respects as per approved drawings, manufacturer’s specifications and

directions of Architect / Engineer-in-Charge.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads and

250 gms per Sq.m. area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35 2015. The

finished surface to be level/uniform and free from streaks and holes or chipping of Thermoplastic if any and

including primer coat for C.C. surface and A.C.C. surface, in white and/or yellow colour. Rate includes brushing,

blooming and cleaning and application of paint. Zebra patta/Bump patta/Lane line/Center line/Cut patta, Directional

Arrow, Lettering MoRT&H Clauses 803 &Volume II Part III and IRC 35-2015.Rate shall include brushing, brooming,

painting and repainting of worn out paint after a period of 2.5 years.

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

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

mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I.

wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade Note:-As per

drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing Flush Door both sides laminated shutter fabricated from 35 mm thick solid core malemine faced

three layered pre laminated flat pressed wood based exterior grade bonded BWP/BWR synthetic resin having

stamped IS 12823 grade I type II including three coats of lacquer polishing to exposed wooden surfaces and

including providing and fixing of Floor door stopper & fixing of S.S finish decorative type heavy guage designs

fixtures / fastening etc. complete As per drawings and design supplied by architect and instruction given by authority

Providing erecting and fixing three coated white Syntex/ Astral/ Supreme/RC Plasto PVC. (ISI) water tank of required

227 R.A-111 63,000.00 capacity each with all necessary fittings and connection on terrace. etc. complete as per drawings and design Liter 13.80 0.14 13.94

supplied by architect and instruction given by authority and E.I.C.

Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges

sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural

drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of

M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with

cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size

300x230x300 mm, including cost of necessary centring and huttering and with approved expansion hold fasteners on

CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to

228 R.A-112 12,932.00 support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineerin-charge Kg 143.55 1.44 144.99

and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the

Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical

lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps

shall be paid for separately and nothing extra shall be paid).

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with

stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work

at suitable location, including making necessary recesses in stone slab, drilling required holes, etc. complete as per

drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing dry cladding with sand stone 30 mm thick as per selection upto any height with 18 mm thick

gang saw cut stone with (machine cut edges) of uniform colour, fixed to structural steel frame work and / or with the

230 R.A-114 569.12 help of cramps, pins etc. and sealing the joints with approved weather sealant As per drawings and design supplied Sqm 2,875.00 28.75 2,903.75

by architect and instruction given by authority and E.I.C. (The steel frame work, stainless steel cramps and pins etc.

shall be paid for separately.)

Providing and Fixing grc-glass reinforced concrete screen, beam, pillar in approved design, pattern, sizes and colour

to be fixed on existing structure of ms or rcc. the grc should be made from ‘53 grade’ cement , quartz, fine silica

sand, alkali resistant glass fiber , super plasticizers manufactured by ‘basf’ or equivalent, polymers and u.v resistant

synthetic inorganic pigments should be used for pigmentation. the material casting should take place in frp mould or

equivalent. the fixing of grc should be ‘dry fixing’ as per the drawings approved by engineer in charge. etc. complete

as per drawings and design supplied by architect and instruction given by authority and E.I.C.

Providing and fixing Corten Steel (Weathering Steel conforming to ASTM A588 / equivalent grade) as per

architectural elevation drawing cladding/fins of minimum 3 mm thickness, laser cut and bent to required profile,

fabricated in approved pattern, including MS/GI secondary framing of required section, cleats, base plates, stiffeners,

nuts, bolts, SS fasteners, anchor fasteners, welding, grinding and finishing, fixed to RCC/structural members as per

232 R.A-115 1,096.00 approved structural design and architectural drawings and directions of Engineer-in-Charge, complete. Sqm 5,852.35 58.52 5,910.87

The item includes shop fabrication, transportation, erection, alignment, necessary edge stiffening, provision of

expansion gaps, scaffolding, anti-corrosion treatment (zinc rich primer and synthetic enamel paint) to all concealed

MS members, and all incidental works required for proper installation, Finish: Natural weathered Corten finish (self-

protective oxide layer). Thickness: Minimum 3 mm.

Providing and fixing brass T patti as per required design for installation in wpc cladding or Tiles cladding as directed

Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain

approved colour cladding , in approved pattern and design for wall cladding, duct / shaft covering, partitions and

façade applications, manufactured from virgin polymer of K value 58–60 (suspension grade), calcium carbonate and

natural fibres (wood powder / rice husk / wheat husk) with non-toxic additives (maximum toxicity index 12 for

gms), having minimum density 650 kg/cum, minimum screw withdrawal strength 1800 N (face), minimum

234 R.A-117 197.00 compressive strength 50 N/mm², modulus of elasticity 850 N/mm², resistance to spread of flame Class A category, Sqm 3,437.15 34.37 3,471.52

termite proof, borer proof, water and moisture resistant and fire retardant properties, machine cut to required size,

edges finished smooth, fixed over M.S. framework of 25 × 25 × 1.5 mm square hollow section grid at 1.0 m × 1.0 m

or as required at site, including drilling, alignment, levelling, fixing with stainless steel fasteners and SS screws,

cutting and fitting at corners and junctions, complete in all respects as per approved drawings and directions of

Engineer-in-Charge.

ITEM NO. SOR Total Quantity Item of Description Unit Rate 1% L.C Amount

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) >

solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick

235 DSR 12.55 2,662.00 cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & Sqm 1,703.95 17.04 1,720.99

marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including

providing skirting upto 150 mm height along the parapet walls in the same manner.

Total Amount of Civil Work

Total Amount of Civil Work

PROPOSED NEW COMSTRUCTION OF CYCLOTRON AND NUCLEAR MEDICINE BUILDING FOR GCRI AT ASRAWA, AHMEDABAD

BOQ - Plumbing Work

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

A) SANITARY FIXTURES AND FITTINGS

Providing, Installation, testing & commissioning, in position European water

closet comprising of Wall hung European W.C. Pan in white colour, on

approved type of chairs. 15 mm Concealed flush tank as directed.

C.P health faucet with required length of flexible tube, clamp and bracket for

fixing to wall, 15 mm C.P. brass heavy quality angel stop cock for flushing

Fixing W.C. unit with chair brackets and accessories in position.

23010 23.112 European Wall Hung (rate changes possible as per market rate )

23011 23.113 Pan Connector

23013 23.115 Providing and fixing 12.5 Litres low level flushing cistern

23017 23.121 Seat Cover

798 M739 Health Fauset Heavy duty with hook with fitting

777 M718 C.P. Angle stop cock 15 mm Heavy duty with cap

Providing, Installation, testing & commissioning, in position White vitrious

ching W.C. sqatting pan Orrisa type

580 x 400 size in white colour, on approved type of chairs. 15 mm open flush

tank as directed.

C.P health faucet with required length of flexible tube, clamp and bracket for

fixing to wall, 15 mm C.P. brass heavy quality angel stop cock for flushing

23009 23.111 Orissa Pan

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

23012 23.114 Foot rest

778 M719 C.P. Bib cock 15 mm Heavy duty with cap

Providing, Installation, testing & commissioning, Wash basin with tap hole on

basin comprising of Concealed type brackets fixed to wall with adjustable

clamp to push against counter rim. Concealed body parts for basin spout

fixed to wall with basin Spout 32 mm heavy plated C.P. waste coupling fitting

with or without pop-up.

C.P. bottle trap with cleaning eye with extension piece and wall flange.

1.3 Painting brackets with two coats of white enamel paint over one coat of Nos. 74.00 2,473.68 24.74

CP Wash Basin Pillar Cock 15 mm C.P. brass heavy grade flexible inlet

15 mm C.P. brass heavy quality angle stop cocks

23020A 23.135 Waste Coupling

Providing and fixing pillar tap, capstan head, screw down

high pressure with screws, shanks and back nuts. (i) 15mm dia.

777 M718 C.P. Angle stop cock 15 mm Heavy duty with cap

Providing and fixing chromium plated, bottle trap with

necessary couplings of approved quality for wash basin.

Providing and fixing Urinal of approved quality including connection with trap

and with integral longitudinal flush pipe.(A) Squating plate pattern white

earthenware 550mm

777 M718 C.P. Angle stop cock 15 mm Heavy duty with cap Nos. 18.00 403.39 4.03

MR -1 SS Pipe connection for Angle cock to Urianl for Water spray 300mm Nos. 18.00 300.00 3.00

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

Providing, Installation, testing & commissioning, S. S. sink, single bowl of size

not more than 600 / 450 mm and depth 200 mm with tap point on wall /

counter comprising of Concealed type brackets fixed to wall with adjustable

clamp to push against counter rim. 40 mm heavy plated C.P. waste coupling

1.5 fitting with or without pop-up. Nos. 2.00 2,806.15 28.06

40 mm heavy plated C.P. bottle trap with cleaning eye with extension piece

and wall flange. Painting brackets with two coats of white enamel paint over

one coat of primer.

15 mm CP sink cock wall mounted.

23020B 23.135 Waste Coupling

778 M719 C.P. Bib cock 15 mm Heavy duty with cap

23034 23.12 Rubber plug for sink

Providing, Installation, testing & commissioning,screw down C.P. Water Bib

cocks with wall flange of heavy quality with all accessories, supplied by

Providing, Installation, testing & commissioning,screw down C.P. Angle cocks

with wall flange of heavy quality with all accessories, supplied by owners. For

Geyser, RO, & Washing Machine

Providing, Installation, testing & commissioning, CP brass / S.S. towel rail,

1.8 23025 23.144 600 mm. long and 20 mm. dia., with concealed type brackets fixed, to the wall Nos. 48.00 610.32 6.10

with CP brass screws, etc. complete.

Installation, testing & commissioning, screw-to-wall type toilet paper-roll

1.9 23027 23.146 holder, fixed to the wall with CP brass screws, etc. complete. Nos. 59.00 423.75 4.24

Providing and fixing C.P. brass shower with 15mm inlet.(A) 100mm dia.

Providing and fixing C.P. brass Wall mounted Mixer with Spout & OH shower

pipe connection with necessary parts complete job.

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

B) WATER SUPPLY

Providing and fixing, in proper line and level (with necessary support like,

brick masonry pedestals and battens, if necessary) to floor, approved quality,

heavy duty, White UPVC-Schedule 40 Grade as per ASTM D-1785, of Astral or

equivalent, Open & Conceal piping, complete, including jointing with

2.1 rubbering and airtight joints, with necessary specials, couplers, elbow, equal

tees, tail piece, adapter (both male and female), reducer (single stage, double

stage and triple stage), end cap, fabricated bend, etc., and lubricant or jointing

material, including testing, cutting, making good the wall, ceiling and floor

etc. Testing & installation of pipe lines as per drawing & specification.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR

13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water

following dia. nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete. All Conceal Pipe line Cold & Hot

Providing & installaing Rubber Insulation 9mm thik for Conceal Hot water

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

Providing, fixing, jointing and testing, heavy quality cast bronze / brass BALL

VALVE / OR WHEEL valves of approved make, including flanges / unions, nuts,

2.3 bolts, washers, etc. complete, as approved by the Architect and Engineer-in-

charge for water supply lines of the following Nominal bore (NB) size:

Providing, fixing, jointing and testing, heavy Quality Gun metal or brass Non

return valve confirming to IS 778, with screwed / flanged ends, 20 Kg/m2 of

approved make, on water supply lines of the following Nominal bore (NB)

C) INTERNAL DRAINAGE

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

Providing and fixing Approved SWR Type B quality, heavy duty, UPVC pipes -

Ring Fit & Self Fit, Supreme or equivalent make, Confirming to IS 13592 &

Fitting confirming to IS 14735 for waste water or soil waste pipe, with

necessary specials, bends, such as `Y' junction, `T' junction (both single and

double), including plugs, shoes, cowls, flange compression type fittings, wall

clips, in proper line and level with necessary support like brackets/clamps,

3.1 clips, RCC or brick pedestals or battens, if necessary, to wall, ceiling and floor,

open or concealed complete jointing with rubberising and airtight joints, with

‘T’ shaped rubber ring, etc., and lubricant or jointing material, including

testing, cutting, making good the wall, ceiling and floor, etc. Testing &

installation of pipe lines as per drawing & specification.

3.1.1 23066 160 mm. (Soil + Waste + Rain Water) - Type B Rmt 660.00 826.12 8.26

3.1.2 23067 110 mm. (Soil + Waste + Rain Water) - Type B Rmt 692.00 847.55 8.48

3.1.3 23004F 23.80 75 mm. - Balcony + Standing Balcony + AC Drain - PVC 10 KG Rmt 48.00 277.46 2.77

3.1.4 23004D 23.80 40 mm for waste water for Sink - PVC 10 KG Rmt 26.00 126.10 1.26

3.1.5 23004C 23.80 32 mm for waste water for Wash basin - PVC 10 KG Rmt 178.00 120.76 1.21

Providing, fixing, jointing and testing IS 14735 for Drain PVC SWR 'P' - traps

of self cleansing design with water seal not less than 50 mm., with or without

vent, cutting chases / hole in floors / slabs and bringing the same in proper

3.2 RA condition and shape after placing the trap in right position in case of

suspended / open plumbing or setting the trap in 1:2:4 CC in case of

concealed plumbing , etc. complete, as required. The trap shall be 'P' type, of

following sizes:

3.2.1 110 x 110 mm OD inlet / outlet Nos. 83.00 600.00 6.00

Providing, fixing, jointing and testing IS 14735 for Drain PVC Multi Floor Trap

7'' HT of self cleansing design with water seal not less than 50 mm., with or

without vent, cutting chases / hole in floors / slabs and bringing the same in

3.3 RA proper condition and shape after placing the trap in right position in case of Nos. 2.00 375.00 3.75

suspended / open plumbing or setting the trap in 1:2:4 CC in case of

concealed plumbing , etc. complete, as required.

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

Providing and fixing Heavy class S.S. grating with Mosquito proof S.S.

strainer of Chilly or equivalent make, as approved, (cockroach trap) including

setting in floor with cement mortor to match with floor finish as per architect

Providing and fixing, PVC cowl, on PVC ventilating pipes and verticals for

3.5 894 M835 soil, waste and rain water Pipes at top level / terrace level, as specified and Nos. 4.00 9.32 0.09

required, etc. complete. 75 OD PIPE

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm

diameter with jali of the following nominal diameter of self cleansing design

with C.I scread down or hinged grating including the cost of cutting and

making good the walls. (for Balcony)

D) EXTERNAL DRAINAGE

Providing laying (to level or slopes) and jointing reinforced concrete Light

duty non-pressure pipes I.S., class NP2 of the following internal diameter with

and butt ends prepared for collar joints including testing, of joints

complete.(B) 150mm

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

Providing, fixing, jointing and testing salt glazed stoneware Gully trap, class

`A', including excavation in all soil types, bailing or pumping out water from

trenches, shoring whenever necessary testing,refilling, in layers ramming &

consolidation, removing away the surplus earth & spoils, dumping it on site or

carting away to lead of 100 meters as directed, incl. embedding the trap in CC

1:2:4, construction of brick masonry chamber, internal clear size 300 mm. x

4.2 300 mm., in brick work 230 mm. thick, in CM 1:4, plastering inside, outside Nos. 40.00 1,234.57 12.35

and all exposed surfaces with CM 1:3, 12 mm. thick, with 300 x 300mm Gully

trap chamber & providing, fixing CI frame and cover 300 x 300 mm.,

weighing together not less than 12.5 Kg., painting of all CI items with 3 coats

of approved bitumastic paint, etc. Complete.of the following diameter size:

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber

and water tight C.I. cover with frame of 300mm x 300mm size (inside) with

standard weight.(i) Square mouth traps.(B) 150mm x 100mm size P or R type

Constructing Inspection chamber 450 x450 x 600 mm clear size in 230 mm

thick brick masonry with cement mortar (1:5) as per ISI with 150 mm thick

1:3:6 P.C.C. bedding, necessary benching in concrete (M-15) and 20 mm thick

smooth cement plaster (1:4) from inside, C.I. steps as necessary and rough

4.3 24014 24.41 cement plaster 20 mm thick in c.m. 1:4 outside, with 50 kg. Full size C.I. Nos. 1.00 2,520.65 25.21

manhole cover and frame (Approved Make) including all excavation in all soil

types, refilling sides in layers with selected earth ramming and consolidating,

removing away surplus soil or dumping it on site as directed (Depth upto

1500 mm to invert).

Extra over and above item no. beyond 1.5 m. depth, for every additional

4.3.1 24017C depth of 0.1 m. or part thereof, for brick masonry Inspection chamber. Nos. 1.00 322.37 3.22

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

Constructing brick masonry chamber for underground C.I. Inspection chamber

and bends with bricks having crushing strength not less than 35Kg/ Cm2 in

C.I. cover with frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and

A frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-

graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth with a floating coat of

neat cement on walls and bed concrete etc. complete.(iii) Inside dimensions

600mm x 850 mm and 450mm deep for pipe lines with three or more inlets.

Extra over and above item no. beyond 1.5 m. depth, for every additional

4.4.1 24017C 24.46 depth of 0.1 m. or part thereof, for brick masonry Inspection chamber. Nos. 5.00 322.37 3.22

Providing and fixing CI Cover manhole frame and cover 455 x 610, light /

medium / heavy weight,Circular / rectangular tested as per IS:1726 for load

bearing.The cover is to be provided with a 5mm thick high abrasion

4.5 177 M118 surface.The cover is to be of double seal type with SS 316 Socket type key Nos. 5.00 955.93 9.56

hole lifting / Rod lifting arrangement . The lifting arrangement is to be closed

from the bottom side. etc. complete as directed by E-I-C.

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete

(1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with

a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement

:2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth

4.6 24008A 24.27 complete including Nos. 10.00 10,933.41 109.33

curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including

C.I. cover with frame size 560mm diameter total weight of cover and frame to

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm

thick walls of brick msonry using brick having crushing strength not less than

Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand)(1) A type depth

Metre for 150mm diameter sewer.

(I) Extra rate for constructing B.B. masonry for every additional depth of 0.1M.

4.6.1 24009A 24.28 or Part thereof over item No.24.27 (I) for depth from 0.9M to 1.5M. Nos. 5.00 517.78 5.18

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat cement and

making channels in cement concrete 1:2:4 mix (1-Cement :2- Coarse sand :4-

stone aggregate 20mm nominal size) finished smooth complete including

24008B 24.27 curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including Nos. 2.00 19,158.00 191.58

C.I. cover with frame size 560mm diameter total weight of cover and frame to

be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A)

With 230mm thick walls of brick msonry

using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2)B type depth 1.50 Metre for 150mm

diameter sewer.

(II) Extra rate for constructing B.B. masonry for every additional depth of 0.1M.

24009B 24.28 GR Part thereof over item No.24.27 (I) for depth from 1.50M. to 2.25M. Nos. 5.00 393.26 3.93

E) UTILITY ITEMS

Installing, testing and commissioing of Pump system comprising of

horizontal Submersible Pumps with SS casing, SS impeller, SS Shaft and

driven by 415 V AC, 3 phase, 50HZ., motor running at 2900 rpm speed and

shall be supplied with all accessories viz., base plate, coupling, motor, VFD

based control panel, dry run & overload protection, cabling up to panel,

earthing, GI medium duty suction, delivery & header pipes, pressure gauge,

pressure switches, pressure transmitter, suction ball valves & delivery ball

valves & check valves etc., complete.

5.1.1 RA 200 lpm., 50mtr., (To GF TO TERRACE TANK) FOR DOMESTIC WATER Set 1.00 50,000.00 500.00

Item Item No. Total Rate with LC

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity 1%

Supply, installation, testing & commissioning of Water level controller for the

5.2 RA OH tanks with switches, hardwares, interlocking with panel, etc.

For Under Ground tank & OH Tank Set 1.00 10,000.00 100.00

5.3 RA Drinking Water Cooller Unit 20 Liter to 30 Liter Set 6.00 40,000.00 400.00

Providing, Supply & Installation of RO System 2000 Liter per Hour with SS

5.4 RA material Pump with SS pipe line & fittings use in Plant. FOR Drinking Water Nos. 1.00 750,000.00 7,500.00

Providing, Supply & Installation of SS 316 Storage tank with SS Stand

Supply, install, test and commission electric storage-type water heater (geyser)

of approved make and capacity 10 litres, complete with thermostat, heating

element, inner tank with corrosion-resistant lining, thermal insulation, outer

casing, temperature and pressure relief valve, non-return valve, isolation valve,

drain valve, wall/floor mounting brackets, electrical connections, safety

controls, and all necessary fittings and accessories, in accordance with

manufacturer’s specifications and relevant standards.

Total Amount for Plumbing Work

Total Amount for Plumbing Work

PROPOSED NEW COMSTRUCTION OF CYCLOTRON AND NUCLEAR MEDICINE BUILDING FOR GCRI AT ASRAWA, AHMEDABAD

BOQ - Fire Fighting System

Total Rate with Total

Sr.No. Item Description Unit Rate

Quantity 1% L.C Amount

(A) Fire Pump Room Acce. (Positive Suction).

Supplying, Installation, Testing and commissioning of electric driven main fire pump suitable for automatic operation

and consisting of following: Horizontal type, centrifugal End Suction pump of cast iron body & bronze impeller

mechanical seal to ensure a minimum pressure of 3.5 kg / sq.cm. at highest and farthest outlet at specified flow of

137m3/Hour@80M. head conforming to IS 1520. The pump shall be coupled to TEFC motor of suitable HP & speed

and complete set shall mounted on common base frame with, coupling, coupling guard, foundation bolts etc. as

required. (Hydrant & Sprinkler System)

Supplying, Installation, Testing and commissioning of Diesel Engine driven fire pump suitable for automatic operation

and consisting of following: Horizontal type, centrifugal End Suction pump of cast iron body & bronze impeller

mechanical seal to ensure a minimum pressure of 3.5 kg / sq.cm. at highest and farthest outlet at specified flow of

137m3/Hour@80M head conforming to IS 1520.The pump shall be coupled to TEFC motor of suitable HP & speed

and complete set shall mounted on common base frame with , coupling, coupling guard, foundation bolts etc. as

Supplying, Installation, Testing and commissioning of Jockey Pump 10.8M3/[email protected] Centrifugal End

4.0 Suction. he pump shall be coupled to TEFC motor of suitable HP & speed and complete set shall mounted on 2.00 Nos. 108,000.00 109,080.00

common base frame with coupling, coupling guard, foundation bolts etc. as required. (Hydrant & Sprinkler System)

Supplying, Installation, Testing and commissioning of cubical type floor mounted power cum control panel complete

5.0 with suitable switch gear, bus bars, relays, contractors, indicating lamps, fuses, instruments manual isolator & auxillary 1.00 Nos. 255,000.00 257,550.00

switch including connections complete as required.

Providing, fixing, testing and commissioning below Cable for Fire Pumps

( Only from Panel to Pumps)

6.1 3 C X 35 Sqmm Alluminium Armoured 60.00 Meter 417.00 421.17

6.2 3 C X 16 Sqmm Alluminium Armoured 60.00 Meter 252.00 254.52

6.3 2 C X 1.5 Sqmm Copper Armoured. 150.00 Meter 143.00 144.43

6.4 Cable Tray 300X50 mm. 20.00 Meter 735.00 742.35

6.5 Cable Tray 150X50 mm. 20.00 Meter 510.00 515.10

Providing, fixing, testing and commissioning of Pressure Gauge with cock & accessories for pumps.The pressure

7.0 gauge shall be approved type. The Gauges with cock shall be constructed of die cast aluminium & stove enameled. 7.00 Nos. 4,050.00 4,090.50

The Gauge shall be of stainless steel bourden type.

Total Rate with Total

Sr.No. Item Description Unit Rate

Quantity 1% L.C Amount

Providing, fixing, testing and commissioning of Pressure switches of diaphram RoomSPDT

operated Acce.type

whetherSuction).

suitable range (15 kg/cm² to 5 kg/cm²) for pump sets with Ball valves, Fittings like unions / collars / reducers etc.

Providing, fixing, testing and commissioning Air vessel fabricated from 10mm MS plate with dished ends,dia of

mm and height 1500 mm with suitable supporting legs, outside painted with one coat of primer and two coats of

9.0 synthetic enamel paint of approved shade, complete with one 25mm dia connection from pump delivery, one 25 mm 2.00 Nos. 48,000.00 48,480.00

drain with valve.The air vessel shall be tested to 1.5 times of working pressure. Complete as per technical specification

& drawing details.

Providing, fixing, testing & commissioning of C.I.Butterfly valve conforming to IS:13095 class PN 16 rating with

Fittings, Flanges, Nutbolts, Washers, Gaskets etc.of size:

10.6 25mm dia.Ball Valve. 4.00 Nos. 1,427.00 1,441.27

10.7 15mm dia Ball Valve. 12.00 Nos. 749.00 756.49

Providing, fixing, testing and commissioning of C.I. Dual plate type Non-Return Valve class PN 16 rating with fittings,

flanges, nutbolts, washers, gaskets etc.of sizes:

Providing, fixing, testing and commissioning of Above Ground MS. ERW Black C Class Heavyduty pipes as per IS:

1239 (upto 150 mm dia.) and IS: 3589 (upto 200 mm dia. And above) including cutting, screwing, welding etc. and

providing all fittings like flanges, bends, tees, elbows, reducers, clamps, hangers etc. with painting of one coat of

primer and 2 or more coats of synthetic enamel paint of approved make / shade complete as per specification.

Total Rate with Total

Sr.No. Item Description Unit Rate

Quantity 1% L.C Amount

Fire Pump Room Acce. (Positive Suction).

13.0 Providing and fixing, testing and commissioning of "Y" Type Strainer 0.00

(B) Fire Hydrant System & Acce.

Providing, fixing, testing and commissioning of Above Ground MS. ERW Black C Class Heavyduty pipes as per IS:

1239 (upto 150 mm dia.) and IS: 3589 (upto 200 mm dia. And above) including cutting, screwing, welding etc. and

providing all fittings like flanges, bends, tees, elbows, reducers, clamps, hangers etc. with painting of one coat of

primer and 2 or more coats of synthetic enamel paint of approved make / shade complete as per specification.

Providing, fixing, testing and commissioning of Under Ground M.S. ERW Black C Class Heavyduty pipes as per IS:

15.0 1239 (upto 150 mm dia.) and IS: 3589 (upto 200 mm dia. And above) with IWL/pypecoat, 4mm thickness wrapping 0.00

and coating and providing all fittings like flanges, tees, elbow, fasteners with all required.

Providing, fixing, testing & commissioning of C.I.Butterfly valve conforming to I.S:13095 class PN 16 rating with

Fittings, Flanges, Nutbolts, Washers, Gaskets etc.of size:

Providing, fixing, testing and commissioning of C.I. Dual plate type Non-Return Valve class PN 16 rating with fittings,

flanges, nutbolts, washers, gaskets etc.of sizes:

(C) Fire Fighting Equipement

Total Rate with Total

Sr.No. Item Description Unit Rate

Quantity 1% L.C Amount

Providing, fixing, testing and commissioning of SS Single Headed Oblique PumpHydrant

Pattern RoomLanding

Acce. (Positive

Valves as Suction).

5290 with 80 mm dia flanged inlet & 63 mm dia female outlet complete with cap and chain etc.

Providing, fixing, testing and commissioning of SS Branch Pipe with nozzle of 20 mm nominal bore outlet suitable to

fit with standard instanteneous type 63 mm dia coupling. As per IS:903.

Providing, fixing, testing and commissioning of 63 mm dia 15m long RRL Hose Pipe with 63 mm dia.Type A Male and

female Stainless Steel couplings duly binded with GI wire, rivets etc. conforming to IS 636 as required.

Providing, fixing, testing and commissioning of weather proof standard fire Hose Cabinet wall mounting type

21.0 Guage. (750 x 600 x 250) having Double Opening with M.S. fabricated stand, necessary locking arrangement by allan 31.00 Nos. 6,900.00 6,969.00

Providing, fixing, testing and commissioning of Wall mounting swing type first aid Fire Hose Reel with drum, hanging

22.0 bracket, 36 M x 25 mm dia high pressure hose reel tubing as per IS:884 with shut nozzle and ball valve and all 24.00 Nos. 8,873.00 8,961.73

required accessories.

Providing, fixing, testing and commissioning of 25 mm dia Air Release Valve and Ball Valve assembly on top of each

riser for Air release system.

Providing, fixing, testing and commissioning of CI Four way Fire Brigade Inlet as per IS: 904 having 63 mm dia inlet

with 150 mm dia Butterfly valve blank cap and chain with necessary fittings, flanges, nutbolts etc.

Providing, fixing, testing and commissioning of CI Two way Fire Brigade Inlet as per IS: 904 having 63 mm dia inlet

25.0 with blank cap and chain with 100 mm dia Butterfly valve necessary fittings, flanges, nutbolts, gasket and all required 1.00 Nos. 10,719.00 10,826.19

(D) Automatic Fire Sprinkler System.

Providing, fixing, testing and commissioning of Above Ground MS. ERW Black C Class Heavyduty pipes as per IS:

1239 (upto 150 mm dia.) and IS: 3589 (upto 200 mm dia. And above) including cutting, screwing, welding etc. and

providing all fittings like flanges, bends, tees, elbows, reducers, clamps, hangers etc. with painting of one coat of

primer and 2 or more coats of synthetic enamel paint of approved make / shade complete as per specification.

Total Rate with Total

Sr.No. Item Description Unit Rate

Quantity 1% L.C Amount

Providing, fixing, testing and commissioning of Under Ground M.S. ERW Pump

C Class Acce. (Positive

Heavyduty Suction).

pipes as per IS:

27.0 1239 (upto 150 mm dia.) and IS: 3589 (upto 200 mm dia. And above) with IWL/pypecoat, 4mm thickness wrapping 0.00

and coating and providing all fittings like flanges, tees, elbow, fasteners with all required.

Providing, fixing, testing & commissioning of C.I.Butterfly valve conforming to IS:13095 class PN 16 rating with

Fittings, Flanges, Nutbolts, Washers, Gaskets etc.of size:

(E) Sprinkler System Equipements.

Providing, fixing, testing and commissioning of Sprinkler Alarm valve of cast iron body and brass/bronze working

parts comprising of water motor alarm, bronze seat clapper, and clapper arm, hydraulically driven mechanical gong

29.0 bell to sound continuous alarm when the sprinkler system activates, pressure guages, emergancy releases, strainer, 1.00 Nos. 67,875.00 68,553.75

pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, flanges, gasket etc.

of size 150 mm dia.

Providing and fixing, testing and commissioning of K 5.6 Pendent type Standard response Sprinkler rating of

deg.C. with required accessories.

Providing, fixing, testing and commissioning K 5.6 Upright Sprinkler Standard response rating of 68 deg.C . with

required accessories.

Providing and fixing, testing and commissioning of K 5.6 Side Wall type Standard response Sprinkler rating of

deg.C. with required accessories.

Providing and fixing, testing and commissioning of K 5.6 Pendent type Standard response Sprinkler rating of

deg.C. with required accessories.

Providing, fixing, testing and commissioning of SS Flexible drops 1200mm Long.Unbraided , Maximumm Service

34.0 pressure 175PSI,.Sprinkler Flexible Drop system is a ready to use assembly to fit sprinkler heads in desired location in 1,042.00 Nos. 1,056.00 1,066.56

a suspended ceiling. It easily positions the sprinkler in center of the ceiling tile at a correct height.

Total Rate with Total

Sr.No. Item Description Unit Rate

Quantity 1% L.C Amount

Fire Pump Room Acce. (Positive Suction).

Providing, fixing, testing and commissioning of Flow Indicating Switch with fittings, Flanges, nut-bolts, washers etc. as

per requirement of sizes. 150MM .

Providing, fixing, testing and commissioning of Annunciator panel for flow control switch, providing Audio/Visual

indicating of actuation of automatic sprinkler system for each zone complete as per specifications with provision for

12 zones 'Indication of zone fire, 'Indication of zone fault, 'Fire/Fault hooter, 'Alarm cancel for fire/fault, 'Battery for

Supplying, Installation, Testing and commissioning of 2 C X 1.5 Sqmm Copper Armoured for Flow Switch Cabling

from Announciation panel to Flow Switch.

Providing and fixing, testing and commissioning of Drainning & Testing Assembly 25mm dia with by pass valve, drain

connection & Sight Glass as required.

(F) Fire Extinguishers

Providing & fixing of ABC 6 Kg Fire Extinguisher Mono Ammonium Phosphate Powder 50, Stored Pressure Type,

Pressure Gauge, Controllable discharge mechanism Class A Rating 3A & Class B rating 21B as per IS

Providing and fixing, testing and commissioning of CO2 type Fire Extinguisher of capacity 4.5 kg filled with Co2 Gas

40.0 as per IS 15222 with controll discharge mechanis, fitted with Hose & Horn applicable on Class B fire rating 21B 59.00 Nos. 5,270.00 5,322.70

confirms to IS 15683 bearing ISI mark. Co2 cylinder as per IS 7285 .

Providing and fixing, testing and commissioning of Higher capacity Trolley mounted ABC Dry Chemical; Powder type

41.0 ( MAP - 90% ) Fire Extinguisher of capacity 25 kg. confirms to IS 10658, bearing ISI mark, ( Outside Co2 Cylinder 1 3.00 Nos. 8,276.00 8,358.76

Providing and fixing, testing and commissioning of CO2 type Fire Extinguisher of capacity 22.5 kg filled with Co2 Gas

42.0 as per IS 15222 with controll discharge mechanism fitted with Hose, Horn & TROLLEY confirms to IS 2878 bearing ISI 3.00 Nos. 19,050.00 19,240.50

mark. Co2 Cylinder as per IS 7285 .

Providing and fixing, testing and commissioning of Higher capacity Trolley mounted Mechanical Foam type Fire

Extinguisher of Capacity 50 liter confirms to IS 13386, bearing ISI mark, (Quoted For 45 ltr)

44.0 Providing, fixing, testing and commissioning of below Auto Glow Signages. 0.00

44.4 In Case of Fire do not use Lift ,Use Staircase 8"x 8" 12.00 Nos. 534.00 539.34

44.5 Fire Extinguisher 8"x 8" 59.00 Nos. 534.00 539.34

44.6 Fire Pump Room 12"X 6" 1.00 Nos. 582.00 587.82

45.0 Civil Work. (In Client Scope) 0.00

Total Rate with Total

Sr.No. Item Description Unit Rate

Quantity 1% L.C Amount

45.1 Providing, fixing, testing and commissioning Hume Pipe NP2 class 400mm dia.Pump Room Acce. (Positive Suction).

Fire Meter 1,419.00 1,433.19

45.3 Excavation & Backfilling Of Soft And Hard soil. 280.00 Cum 750.00 757.50

45.4 Supply, Installaton of Structure Steel Support 2,250.00 Kg 124.00 125.24

APPROVAL FIRE SYSTEM FROM LOCAL FIRE AUTHORITY

46.0 Getting of Fire Fighting System Approval from local fire authority with all other charges and documentations for 1.00 Job 250,000.00 252,500.00

getting No Objection Certificate (NOC, FSPA/Opinion).

Fire Rated Steel Doors with Steel Frames as per BS:476 (20&22), IS 3614 (Part-2) for stability and integrity. pressed

Galvanized steel conforming to IS 277 with the following specification. recommended fire door shell have doors

tested at CBRI for maximum rating of 120 Minutes.

Door frame shall be Single rebate profile of size 105 x 57 mm made out of 1.60mm (16gauge) minimum thick

galvanized steel sheet. Frames shall be mitered and field assembled with self-tabs. All provision should be mortised,

drilled and tapped for receiving appropriate hardware. Rubber door silencers should be provided on the striking

jamb. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered

masonry wall opening. Once frame installed should be grouted with cement & sand slurry necessary for fire doors on

the clear masonry opening.

46.1 Door leaf shall be 46mm thick fully flush double skin door. Door leaf shall be manufactured from 1.2mm (18guage) 260.00 Sqm 33,000.00 33,330.00

minimum thick galvanized steel sheet. The internal construction of the door should be rigid reinforcement pads for

receiving appropriate hardware. The infill material shall be resin bonded honeycomb core. All doors shall be factory

prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door

closers. The edges should be interlocked with a bending radius of 1.4mm. For pair of doors astragals has to be

provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided as

per manufacturer's recommendation with a beading and screws from inside. The glass should be 6mm clear

borosilicate fire rated glass of relevant rating of the door.

All doors and frames shall be finished with polyurethane aliphatic grade paint of approved color. The door leaf and

frame shall have passed minimum 250 hours of salt spray test. Rate should include supply and installation of door

and hardware set as mentioned in the door. Hardware Fittings Make :- Doorma , Geze , Hafales

Total Amount for Fire Fighting System

Total Amount for Fire Fighting System

PROPOSED NEW COMSTRUCTION OF CYCLOTRON AND NUCLEAR MEDICINE BUILDING

FOR GCRI AT ASRAWA, AHMEDABAD

ELV Recap Sheet

SR.NO. DESCRIPTION AMOUNT

1 FIRE DETECTION & ALARM SYSTEM ₹

2 PUBLIC ADDRESS & VOICE EVACUATION SYSTEM ₹

3 IP CCTV SURVILLENCE SYSTEM ₹

4 DATA , VOICE & WIRELESS ACCESS POINT SOLUTION ₹

PROPOSED NEW COMSTRUCTION OF CYCLOTRON AND NUCLEAR MEDICINE BUILDING FOR GCRI AT ASRAWA, AHMEDABAD

ELV Work Abstract Sheet

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

Section 01.00 Fire Detection & Alarm System

'SITC of Microprocessor based Intelligent Addressable Main Fire Alarm Control Panel with

4 Loops modules and each loop capable of supporting not less than 250 devices

(detectors & modules should be in any combination) ; Loop length up to 1.5 km, 8" Color

LCD touch screen display with bright colors to indicate alarms and events, 4 Nos of

Integrated Ethernet Ports & 2 Nos of RS 485 for networking, 200 Nos of Soft

programmable keys with status indicators for individual triggering of NAC Ouputs,

evacuation speaker zones, AHU Modules, Damper switch, Smoke extraction Fans, Lifts..

etc. The Panel shall support 10000 history logs in the non volatile memory (EPROM),

power supply unit (230 ± 5% V, 50 hz), 24 hrs back-up with 24 volt sealed maintenance

free batteries with automatic charger. The panel shall have seamless integration with

EVAC certified Public Address System and shall be complete with all accessories . EN54 /

Vds/UL Certification.

SITC of Modbus/Bacnet Gateway for Integration with BMS System. The Modbus/BACNET

Gateway shall act as an independent node communicating on the peer to peer network

and shall not be dependant on the Fire Panel CPU for operation (failure of CPU shall not

result in failure of Modbus/BACNET Gateway).

SITC of Fire Graphics software with lifetime license to map, monitor (alarms & faults) &

control all the detector and devices connected to all the Fire alarm panel. The fire Graphics

software shall be loaded on the PC connected to the Fire alarm panel. The GUI based

main network software shall network with other panels on True Peer-to-Peer network. It

3 NSR 1 shall be capable of graphically representing each facility being monitored with floor plans Ea. 350,000 3500.00 353,500.00

and icons depicting the actual locations of the various systems, and / or sensors’ locations.

It shall have the facility to change the sensitivity of any detector.The software shall have

minimum 2000 Points + 20% for future expansion.

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

FIRE WORKSTATION

SITC of Client Workstation with following configurations: Processor – Intel i7 12th Gen,

3.10 GHz,Memory – Minimum 16 GB,Hard disks – 512 GB SDD ,compatible OS for VMS,

4 NSR 1 Network Card – 10Gbit/s network card,NVIDIA Graphic card of minimum 4 GB, Dual Ea. 225,000 2250.00 227,250.00

Port card for connecting minimum of 2 LCD Screen complete with all accessories

required to complete the installation as per project requirements.

SITC of Active Repeater panel to be connected peer to peer with Main Fire Alarm panel.

Accept, Reset functions shall be possible from the repeater panel. The user interface of

5 NSR 1 Repeater Panel shall be identical to the Fire alarm Panel. All other specification shall Ea. 125,000 1250.00 126,250.00

remain unchanged like FACP. EN54 / Vds/UL Certification.

SITC of Addressable Heat Detectors with combination of fixed type and rate of rise of

temperature feature. Detetctor should have inbuilt isolators as per NFPA 72 style 7 wiring

requirements and have an option of both soft & hard addressing. Detector should

6 NSR 30 monitor Electromagnetic interference and report to the panel - current and average Ea. 3,850 38.50 3,888.50

values. EMC safety for detector shall be 50 V/m. Shall be EN54/ VDs/

certification.(Detectors without Inbuilt Isolators may be considered with an additional

Isolator Module per detector) EN54 / Vds/UL Certification

SITC of Intelligent Addressable Multicriteria detector with a combination of Optical and

Thermal including mounting base, auto addressing feauture as required. Detetctor

should have 2 inbuilt isolators as per NFPA 72 style 7 wiring requirements (one for

incoming and one for outgoing line) for maintaining operational availability of all

7 NSR 970 elements in the loop in the event of a short circuit and to meet style 7 requirements. High Ea. 3,900 39.00 3,939.00

resistance to electromagnetic effects in accordance with EFSG agreement EFSG/F/97/005

.Detector should monitor Electromagnetic interference and report to the panel - current

and average values. EMC safety for detector shall be 50 V/m. Shall be EN54/ VDs/UL

SITC of Response indicator for mounting on false ceiling at the entries of the cabin for

8 NSR 485 indicating the operation for detectors in the above areas including Backbox Ea. 250 2.50 252.50

SITC of Addresaable Beam detector incuding mounting base along with Interface module

to direct connnect to the loop , having a coverage area with a distance of min. 10 m and

9 NSR 4 max. 100 m with extra width of up to 14 m ,Operating temperature range: -20 C to +55 C, Ea. 65,000 650.00 65,650.00

Response sensitivity of 40%. Shall be EN54/ VDs/ certification.

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

SITC of Addessable WEATHER PROOF(Outdoor) Manual call point with IP rating of IP

and with inbuilt isolators as per NFPA 72 style 7 wiring requirements, with flexible network

10 NSR 28 structures & necessary fixing arrangements with key complete as required. Shall be EN 54 Ea. 8,500 85.00 8,585.00

/ Vds/UL Certification.

SITC of Addressable Loop Powered Indoor Sounder cum Strobe with inbuilt isolators as

per NFPA 72 style 7 wiring requirements & with 32 different tone variants selection

11 NSR 28 options & adjustable sound pressure by 5 levels, the sound pressure 92.1 dB(A), with Ea. 6,500 65.00 6,565.00

flasher having Synchronized flash rate of 1 Hz and Light intensity > 2 cd, should be

programmed from the panel. Shall be EN54 / Vds/UL Certification.

SITC of Loop Powered Voice Sounder Indoor with inbuilt isolators as per NFPA 72 style

wiring requirements & with 32 different tone variants selection options with 4 different

12 NSR 28 voice messages in 7 languages, the maximum sound pressure 95.4 dB(A) should be Ea. 12,500 125.00 12,625.00

programmed from the panel. Shall be EN54 / Vds/UL Certification.

SITC of Addressable Control Module with inbuilt isolators as per NFPA 72 style 7 wiring

requirements with a maximun switching current of 1A @ 30V DC. Control module shall be

13 NSR 28 used for to activate Conventional Sounder cum Strobe/Sounders/Strobes. Shall be EN54/ Ea. 3,850 38.50 3,888.50

Vds Certification/UL

SITC of Addressable Control Relay Module with inbuilt isolators as per NFPA 72 style

wiring requirements with a maximun switching current of 1A @ 30V DC. Relay Control

14 NSR 42 module shall be used for emergency control functions including shutting down Fire Ea. 3,850 38.50 3,888.50

dampers in AHU's, tripping of AHU's, Fresh air fans, Ventilation fans, tripping of Access

control doors etc.. Shall be EN54/ Vds Certification/UL

SITC of Addressable Monitor Module with one input & one output contacts, with inbuilt

isolators & with 2 monitoring features, monitoring of a line with EOL resistor ,Potential

free contact monitoring with Inbuilt isolators for flow switches, Panic Bars & other Third

Party Inputs. Shall be EN54 / Vds/UL Certification.

SITC of Fire Fighter's Master panel along with Master Handset as per the Specifications.

Shall be UL Listed

17 NSR 28 SITC of Fire fighters telephone jack as per the specifications. Shall be UL Listed Ea. 5,500 55.00 5,555.00

Supplying of Red colored Fire fighters telephone Handset as per the specifications. Shall

SITC of 2 X 1.5 Sq.mm Fire Survival Armored Cable, for Fire Aalrm Device Looping & Power

19 NSR 12,000 Supply. Outer Sheth Red color. Mtrs. 155 1.55 156.55

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

Section 02.00 Public Address & Voice Evacuation System

SITC of IP based Digital Public Address and Emergency Sound System Controller certified

to International standards of Emergency Sound System EN 54 and ISO 7240‑16, marked

for CE and compliant with the RoHS directive. The system shall be fully IP-network based

and all system devices shall communicate via IP, using an Audio over IP (AoIP) protocol

that supports standards AES67 for audio and using AES70 for control with optional

encryption and authentication to prevent unauthorized access, misuse and modification of

data.It shall be capable of receiving Dante and AES67 audio streams. The audio part shall

support Layer 3 connections via routers between subnets with latency of less than 10ms

and synchronized outputs.The control data part shall be guaranteed by Transmission

20 7-10-132 1 Control Protocol (TCP) Layer 4. The system shall support >100 simultaneous channels for Ea. 607,662 6076.62 613,738.62

music routing and making calls. A system based on a single system controller shall

support at least 120 system devices and 500 zones.The system controller shall dynamically

assign network audio channels for audio routing between system devices across multiple

subnets. The system controller shall have dual power supply inputs and power supplies. It

shall keep an internal log of fault events and call events.The system controller shall

provide a secure TCP/IP open interface for remote control and diagnostics.The system

controller shall provide front-panel LED indications for the status of power supplies and

the presence of faults in the system upto 2000 faults and provide additional software

monitoring and fault reporting features.

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of The desktop call station with extension keypad with 12 fully programmable keys

for zone section and PA system operation. The call station and the keypad shall be

certified for EN 54‑16 and ISO 7240‑16, marked for CE and be compliant with the RoHS

directive.Desktop housing with goose neck microphone. 4.3" full‑color capacitive touch

display. Graphical user interface for optimum user guidance and feedback.Status and fault

21 7-10-133 1 indicators for voice alarm purposes.Dual Audio over IP‑network ports for redundant Ea. 526,672 5266.72 531,938.72

network. The audio over IP should comply AES 67 standard for audio and AES 70 for

control with optional encryption and authentication to prevent unauthorized access,

misuse and modification of data. [Approved by Competent Authority i.e. not Below the

rank of Executive Engineer ]

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

SITC of IP based Digital Class-D multi channel Amplifier 600W each with 8 channels,The

amplifier shall adapt the maximum output power of each amplifier channel to its

connected loudspeaker load, with free assignable output power per channel.EN

certified and ISO 7240‑16, marked for CE and compliant with the RoHS directive.The

amplifier shall have a built-in independent spare amplifier channel for automatic fail

over.The amplifier shall provide an interface for control data and multi-channel digital

audio over IP using dual Ethernet ports for redundant network connection, supporting

RSTP and loop-through cabling, with automatic fail over to an analog lifeline input.

The amplifier shall have dual power supply inputs and power supplies.All amplifier

channels shall have independent A/B zone outputs with support for class-A loudspeaker

All amplifier channels shall supervise the integrity of connected loudspeaker lines without

interruption of audio distribution.The amplifier shall provide front-panel LED status

indications for the network link, ground fault, power supplies and audio channels, and

provide additional software monitoring and fault reporting features. Audio‑over‑IP, using

the high‑quality digital audio interface, compatible with AES67 and AES 70 standards with

optional encryption and authentication to prevent unauthorized access, misuse and

modification of data using an uncompressed, high-definition digital audio format with 24-

bit sample size and 48 kHz sample rate.Digital signal processing on all amplifier channels,

including equalization, limiting and delay, to optimize and tailor the sound in each

loudspeaker zone. [Approved by Competent Authority i.e. not Below the rank of Executive

SITC of Ceiling loudspeaker 6W, ABS with clamps

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of ABS back box [Approved by Competent Authority i.e. not Below the rank of

Executive Engineer ]

SITC of Cabinet loudspeaker, 15W, black High-fidelity music and speech reproduction

Selectable 8 ohm, 70 V and 100 V inputs

Compact yet robust ABS enclosure

25 7-10-103 0 Supplied with adjustable mounting bracket Ea. 9,288 92.88 9,380.88

Complies with international installation and safety regulations

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

26 NSR 1 SITC of Audio Source to play audio using Bluetooth, USB, DVD, FM, IP Streaming. Ea. 195,000 1950.00 196,950.00

SITC of 2 X 1.5 Sq.mm Fire Survival Armored Cable, for PA Device Looping & Power

Supply. Outer Sheth Grey color.

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

SITC of 42U 800mm X 800mm, equipment rack with all mountig accesories, power strip

2nos with 10 sockets M type, caster wheel with lock, front glass & rear perforated door,

28 NSR 1 fan unit on top with 4 fans, compleate with all required shelves for mounting. Ea. 52,000 520.00 52,520.00

Section 03.00 IP CCTV SURVILLENCE SYSTEM

INDOOR IR DOME CAMERA

SITC of Progressive scan CMOS 4MP, 1/2.8”, 2048 x 1536, IP Bullet IR, Cameras , Up to

fps @ 1080P, Progressive scan CMOS, 3 to 10mm Verifocal, Colour: 0.08 lux at 33ms, B/W:

29 NSR 95 0.015 lux at 33ms, and 0 Lux with IR On Range: Adaptive IR Illumination 50 Mtrs, ONVIF Ea. 22,950 229.50 23,179.50

Profile S, Profile G, and Profile T Conformant, IK10,BI Directional audio, UL listed, IP66

Rated casing (polyester polycarbonate blend) etc. PoE+ Power.

OUTDOOR IR BULLET CAMERA

SITC of Progressive scan CMOS 4MP, 1/2.8”, 2048 x 1536, IP Bullet IR, Cameras , Up to

fps @ 1080P, Progressive scan CMOS, 3 to 10mm Verifocal, Colour: 0.08 lux at 33ms, B/W:

30 NSR 5 0.015 lux at 33ms, and 0 Lux with IR On Range: Adaptive IR Illumination 50 Mtrs, ONVIF Ea. 24,150 241.50 24,391.50

Profile S, Profile G, and Profile T Conformant, IK10,BI Directional audio, UL listed, IP66, IP67

Rated casing (polyester polycarbonate blend) etc. PoE+ Power.

INDOOR IR BULLET CAMERA

SITC of Progressive scan CMOS 4MP, 1/2.8”, 2048 x 1536, IP Bullet IR, Cameras , Up to

fps @ 1080P, Progressive scan CMOS, 3 to 10mm Verifocal, Colour: 0.08 lux at 33ms, B/W:

31 NSR 12 0.015 lux at 33ms, and 0 Lux with IR On Range: Adaptive IR Illumination 50 Mtrs, ONVIF Ea. 26,150 261.50 26,411.50

Profile S, Profile G, and Profile T Conformant, IK10,BI Directional audio, UL listed, IP66, IP67

Rated casing (polyester polycarbonate blend) etc. PoE+ Power.

OUTDOOR PTZ CAMERA

SITC of Progressive scan CMOS 2MP, 1/3”, 1920 x 1080, IP PTZ Speed Dome Cameras, Up

32 NSR 0 to 30 fps @ 1080P, 36X Optical Zoom & 10X Digital Zoom, 0.3 lux at 33ms, B/W: 0.1 lux at Ea. 140,500 1405.00 141,905.00

33ms, Smoked Dome, ONVIF Profile S and Profile G Conformant, IK10, UL listed, IP66,

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

NETWORK VIDEO RECORDER

SITC of network video recoreder of 64 Channel, for camera recording @ 25fps, full HD for

30 Days compresion H.265.

SITC of Client Workstation with following configurations: Processor – Intel i7 12th Gen,

3.10 GHz,Memory – Minimum 16 GB,Hard disks – 512 GB SDD ,compatible OS for VMS,

34 NSR 2 Network Card – 10Gbit/s network card,NVIDIA Graphic card of minimum 4 GB, Dual Ea. 225,000 2250.00 227,250.00

Port card for connecting minimum of 2 LCD Screen complete with all accessories

required to complete the installation as per project requirements.

SITC of wall mount 55" Professional Display unit Full HD/4K high resolution diplay with

3XHDMI ports, 2XUSB Ports, 1X3.5mm Jack, 1XExternal IR receiver etc.

Section 04.00 DATA , VOICE & WIRELESS ACCESS POINT SOLUTION

SITC of CAT6 UTP 23AWG Solid: Per Meter

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

1-4- Supplying and Laying of 0.5 mm dia Annealed copper Jelly filled 50 pair armoured

37 300 telephone cable with suitable aesthetic dressing. (b) Armoured [Jelly Filled] Mtr. 442 4.42 446.42

SITC of O. F.Cable 06F Outdoor - Armoured Unitube SM - HDPE Sheath [Approved by

38 7-13-1 1,000 Competent Authority i.e. not Below the rank of Executive Engineer ] RMT 50 0.50 50.50

SITC of Jack Cat 6 Keystone UTP

39 7-13-8 300 [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ] Ea. 160 1.60 161.60

SITC of Face Plate - Dual (Keystone Jack,square)

40 7-13-7 130 [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ] Ea. 100 1.00 101.00

SITC of CAT6 UTP 24AWG PATCH CORD:2M,Plug 30U' Snag less

41 7-13-12 426 [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ] Ea. 199 1.99 200.99

SITC of CAT6 UTP 24AWG PATCH CORD:1M,Plug 30U' Snag less

42 7-13-11 180 [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ] Ea. 155 1.55 156.55

SITC of Patch Panel Cat 6 UTP Keystone Type- 24 Port-Fully Loaded

43 7-13-10 13 [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ] Ea. 4,357 43.57 4,400.57

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

SITC of 24 x 10/100/1000BASE-T PoE ports

4 x Gigabit RJ45/SFP Combo ports

Advanced L2 switching and security features

Optional “standard mode” or “surveillance mode” management user interface

193 W PoE budget

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of 24 x 10/100/1000BASE-T ports

4 x Gigabit RJ45/SFP Combo ports

Advanced L2 switching and security features

Optional “standard mode” or “surveillance mode” management user interface

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of 20 x SFP ports

4 x Combo 10/100/1000BASE-T/SFP ports

4 x 10G SFP+ ports

6 kV surge protection on all RJ-45 access ports

Switch Resource Management (SRM) for flexible management of system resources

46 7-13-18 0 Redundant Power Supply (RPS) support Ea. 641,524 6415.24 647,939.24

MPLS L2VPM/L3 VPN support

Full L3 routing protocol support including OSPF, BGP, and ISIS for IPv4/IPv6

SDN-enabled switch, compatible with Openflow

10-GbE SFP+ to SFP+ 1M Direct Attach Cable [Approved by Competent Authority i.e. not

Below the rank of Executive Engineer ]

SITC of Maximum distance of up to 10 km

Single-mode fiber

Duplex LC connector

MSA, RoHS-compliant [Approved by Competent Authority i.e. not Below the rank of

Executive Engineer ]

Supply, Installation, Testing & Commissioning Wifi6 Access Point controller for controlling

48 NSR 1 upto 100WIFI access point & 500 Users simultaniously. Ea. 550,000 5500.00 555,500.00

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

Supply, Installation, Testing & Commissioning Wifi6 Access Point Having 2.4GHz &

5.0GHz Dual Band 802.11ac Wave2 Access Points with 2x2 MU-MIMO, 2 Spatial Streams

49 NSR 60 802.11b/g/n (300Mbps) and 802.11ac (867Mbps); AP should be upgradable to Integrated Ea. 65,000 650.00 65,650.00

Bluetooth radio; AP should have 1 Gigabit port, 1 Management Console Port with License,

Embaded control for security policy is must.

SITC of LIU 12 PORT Rack Mount - Loaded (LC) SM

50 7-13-2 10 [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ] Ea. 6,833 68.33 6,901.33

SITC of PIGTAIL LC SM SIMPLEX LENGTH- 1m

51 7-13-3 120 [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ] Ea. 772 7.72 779.72

SITC of PATCH CORD LC-LC SM DUPLEX LENGTH- 3m

52 7-13-4 60 [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ] Ea. 1,883 18.83 1,901.83

SITC of Digital / PCM / TDM EPABX System having SMT design, system with flexible

universal slots. Inbuilt Auto attendant facility, Minimum 15 Ea. conference, Analog

extension line, Calling GSM, E&M line, PRI / EI & VOIP program me through Analog

telephone digital key from Ethernet, public address cord, shall have unrestricted

simultaneous dialing facility,

QSIG protocol on PRI, 95 / STD / ISD / Local-Locking, Class of Service, Quick Dial-Single

Digit dialing of any two external number, Once only ring device, Chairman / Secretary - Do

not disturb Facility, Power Down Mode, Hot Line, Hot Outward Dialing, Day Night Mode,

Auto Call Back, Barge-in, Call Pick Up & Call Transfer, Call transfer while Ringing with

Voice Guide System, (DISA), Caller ID (CLI), CLI Base ECF, CLI Base routing Internet Ready

Port, External Music Port, Call Budgeting, Call Most Calculation (ASMDR), DID Direct

Inverse Dialing, External Music Input, Fax Homing, Global Directory Printing with following

capacities [[Approved by Competent Authority i.e. not Below the rank of Executive

Engineer ], [E] No of Extension 128, No of Junctions 24, No of expandable ports :

Operators Console - 01 Compatible : ISDN and Networking

Providing and erecting add on Digital line card suitable for existing system of following

54 3 ports [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ] Ea. 13,424 134.24 13,558.24

SITC OF 50 Port Telephone Patch panel with RJ-45/12 termination, compleate with

mounting accesories.

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

Supplying & erecting push button type telephone instrument having speaker phone Caller

ID & speaker phone with one touch memory (min.6 nos.)& 99 memories with display

system Single line [[Approved by Competent Authority i.e. not Below the rank of

Executive Engineer ]

57 NSR 3 SITC OF 42U, 800mm x 1000mm server rack, with all accessories Ea. 52,000 520.00 52,520.00

58 NSR 7 SITC OF 15U, 500mm x 550 mm Wall mount network rack with all accessories Ea. 15,000 150.00 15,150.00

BMS Central Processing Equipment (Workstation) with Color Monitor

Supply, Installation, Testing & Commisioning of Standalone commercialgrade

Workstation, features latest Intel i7 12th Gen , 12th Gen processorwith3.0 GHz or higher,

59 NSR 1 16 GB RAM,1TBHardDiskdrive,DVDR/RW,DualLANcard, 2GBDualVideo Ea. 150,000 1500.00 151,500.00

Accelerator,DualMonitorsupport,2Ea.spare USBports, Optical Mouse& keyboard,2 Serial,

parallel,Windowsbased withstandard MSoffice package, Latest

Norton/MacAfeevirusvaccinesuitableforoperationon230 voltsA/C.

50Hz,allasperspecificationsasrequired.Energy star rating ispreferred.

Theprintersshallbesuitablefortrendlog,summary,totalizerlogging,recordingalarmsandprovid

ingsystemreports. A hardcopymulti-colorgraphicslaserprinter (compactable A4printer)

forrecordinggraphicdisplaysandassociated dynamic data.

OFC Ethernet Switches (One number Hub/Switch not less than 24-port 10/100 Duel Speed

port-up to 200Mbps) Ethernet switches, 100 base TX, 8 port Miscellaneous Network

Color note book with built-in modem for remote dialing-in for use as a portable

programming and operational (POT) tool to develop, debug, and monitor ladder logic

programs, and to monitor data tables with high quality color LCD, 14” graphic display

62 NSR 1 which supports 256 colors, state of art min I7, 3.0 GHz or above and be complete with Ea. 145,000 1450.00 146,450.00

min standard 8 GB RAM, Min 1TB hard disk capacity withhighspeed diskaccess,

highspeed HDD-R/RW, and with 82-key sculpturedkeyboard (101

keyboard compatible),USB mouse, window 10 OS, Wi-Fi enabled with back pack/hand bag

etc. as per specification and having weight less than 2 Kg.

BMS Software for E&MforHMI,Event& Alarm, PLC LogicDevelopmentandDebuggingetc.

asperspecificationand

support dual display workstation.

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

DDC/PLC PANEL & IO MODULES.

“Non – SIL RPU/PLC/DDC for SCADA System should have Digital Input, Digital Output,

Analog Input and Analog Output Modules integrated to CPU module along with other

required interface or system module for integration of field signals; should capable of

standalone monitoring and control function irrespective to server communication

interface; should fully equipped with dual Power Supply module, OFC Converter,

deviceprotection, all types of requiredtransducers and interface terminals and wiring and SET 0.00 0.00

other devices as required to meet tender specification & functional requirement.

PLCProgrammedsoftwareforPLClogicdevelopmentanddebuggingforusewithcompatiblePer

sonalComputer, Manufacturer shall provide.

IntegratedRemoteI/OBusManager,96-

wordBasememory,1000I/Ocapacity,64processchannels:1Nos,6slotCPU rack.

Al Module as per Signal list with necessary spare I/O consideration. (As per I/O

DI Module as per Signal list with necessary spare I/O consideration. (As per I/O

DO Module as per Signal list with necessary spare I/O consideration. (As per I/O

AO Module l as per Signal list with necessary spare I/O consideration. (As per I/O

68 NSR 1 RS-485 Communication module for integration with 3rd party & EMS. Lot. 150,000 1500.00 151,500.00

70 NSR 6 Level Transmitter for water liquid level sensing. Ea. 24,500 245.00 24,745.00

71 NSR 6 Immersion type Temperature Sensor, thermowell type Ea. 4,500 45.00 4,545.00

72 NSR 10 Space / Room Temperature Sensor + RH Ea. 12,500 125.00 12,625.00

73 NSR 1 Outdoor Temperature Sensor + RH Ea. 25,000 250.00 25,250.00

74 NSR 10 Indoor IAQ Sensor Ea. 35,000 350.00 35,350.00

75 NSR 30 Current Switch for Status monitoring. Ea. 3,500 35.00 3,535.00

CONTROL CABLE WIRING

600/1000V grade armored XLPE FRZH Copper (Cu) conductor STP cable screened control

cables on existing 0.00 0.00

trays/walls/columns/indoor/trenchesincludingthe.costofsupportswithsuitableclamps,cable

gland,hooks,boltsetc.and including the cost of proper dressing of cable.

76 NSR 2,000 1 Pair Cable * 1.0 SQ.mm RMT 80 0.80 80.80

77 NSR 800 2 Pair Cable * 1.0 SQ.mm RMT 90 0.90 90.90

78 NSR 600 4 Pair Cable * 1.0 SQ.mm RMT 125 1.25 126.25

79 NSR 300 6 Pair Cable * 1.0 SQ.mm RMT 145 1.45 146.45

Rate SOR Rate With 1% Estimated

Number SOR NO Qnty may be Item Descriptionan Unit 1% Lc.

In Figure L.C. Amount

SITC of CAT6 UTP 23AWG Solid: Per Meter

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

Total Amount for ELV Work

Total Amount for ELV Work

PROPOSED NEW COMSTRUCTION OF CYCLOTRON AND NUCLEAR MEDICINE

BUILDING FOR GCRI AT ASRAWA, AHMEDABAD

Electrical Recap Sheet

SR.NO. DESCRIPTION AMOUNT

1.0 POINT WIRING ₹

2.0 CABLES & ACCESSORIES ₹

4.0 SWITCHGEARS & DISTRIBUTION BOARDS ₹

5.0 LIGHT FIXTURE AND FAN ₹

6.0 EARTHING AND LIGHTINING PROTECTION ₹

7.0 UPS SYSTEM ₹

8.0 WATER COOLER & AC & PUMP ₹

10.0 TRANSFORMER & SUBSTATION EQUP. ₹

11.0 LIAISONING WORK ₹

13.0 TTA PANEL ₹