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

Description Total Amount (In Rs.)

C Grand Total Rs.

SOR Item of Description Unit Rate Total Amount

(i) R.C.C. work

Chapter 20 Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead

2 20003B 140.00 and lift. Cum 550.40

Page - 149 (ii) In Cement Mortar.

Chapter 20 Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of serviceable materilas and disposal of unserviceable

3 20007A 190.00 materials with all lead and lift. Sqm 47.72

Page - 149 (i) G.I.sheet roofing.

Chapter 20 Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of serviceable materilas and disposal of unserviceable

4 20007B 190.00 materials with all lead and lift. Sqm 54.09

Page - 149 (ii) A.C. sheet roofing.

5 20012 4732.00 Dismentling steel work including distempering and stacking the materials with all lead and lift. Kg 3.67

Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and lift.(ii) Exceeding 3 Sq.M. in area.

Chapter 026 Clearing and grubbing road land includding uprooting Trunk vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm removal of

8 26117C 3297.00 stumps of tress cut earlier and disposal of unserviceable materials. Sqm 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)

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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)

Chapter 04 Extra for additional depth more than 5.0 m for excavation for foundation including sorting out and stacking of useful materials and disposing off

12 04003B & 04004B 0.00 the excavated stuff upto 50 m lead. (Excavated earth / Stuff to be stacked and surplus earth disposed at non objectinable place to be found by Cum 195.34 -

Page - 48 the Contractor and necessary permision to be obtained by contractor from local authority/ Government with royalty certification if applicable)

Chapter 04 Filling available selected / approved stacked excavated earth (excluding rock) (Earth which is stacked at any location outside the campus non-

13 4006 12319.00 objectionable place shall be found by the contractor) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth Cum 130.39

Page - 48 consolidating each deposited layer by ramming and watering

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.

Providing and laying rubble soling, 23 cm thick, in a compact manner, foudation, road, footpath etc. using 200 to 230 mm. cut size stones,

16 RA - 1 1490.00 covering and levelling the surface with a layer of murrum after filling the voids with smaller sized stones or stone chips, including watering, Cum 2,716.52

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 size) and curing complete

18 RA - 3 1101.00 including cost of formwork in Cum 4,084.44

(A) Foundation and Plinth

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 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-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

22 23.00 charge and approved , rates includes all levels , heights as upto 4.50 m , excluding reinforcement . Cum 6,697.60

(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) Basement-1 & Up to Plinth

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 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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 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.

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 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 Second 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 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 Third 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 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 Fourth Floor Slab lvl.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

28 RA - 6 219.00 charge and approved , rates includes all levels , heights as upto 4.50 m , excluding reinforcement . Cum 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.

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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 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.)

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

36 11.00 charge and approved , rates includes all levels , heights as upto 4.50 m, excluding reinforcement . Cum 6,735.33

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

i) Basement-1 & Up to Plinth

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:

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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 4.50m , 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-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:

(D) RCC Wall up to Second 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 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 .

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:

(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

42 RA - 8 78.00 charge and approved , rates includes all levels , heights as upto 4.50 m, excluding reinforcement . Cum 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:

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 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 .

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 .

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 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

50 39.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

51 39.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

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

52 39.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

i) Second Floor

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

53 11.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

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

54 0.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

i) Fourth Floor

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

55 RA - 10 408.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,744.92

(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

i) Ground Floor

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

56 RA - 10 405.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,785.17

(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

ii) First Floor

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

57 RA - 10 405.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,825.42

(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-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

58 RA - 10 405.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,865.67

(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

iv) Third Floor

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

59 RA - 10 405.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,905.92

(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

v) Fourth Floor .

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

60 RA - 10 405.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,946.16

(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

vi) Fifth Floor .

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

61 RA - 10 164.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,986.41

(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

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

62 RA - 11 75.00 charge and approved , rates includes for any level, any floor and any height, excluding reinforcement. Cum 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

63 RA - 11 70.00 charge and approved , rates includes for any level, any floor and any height, excluding reinforcement. Cum 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

64 RA - 11 65.00 charge and approved , rates includes for any level, any floor and any height, excluding reinforcement. Cum 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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

65 RA - 11 75.00 charge and approved , rates includes for any level, any floor and any height, excluding reinforcement. Cum 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

66 RA - 11 54.00 charge and approved , rates includes for any level, any floor and any height, excluding reinforcement. Cum 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

67 RA - 11 106.00 charge and approved , rates includes for any level, any floor and any height, excluding reinforcement. Cum 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

68 RA - 11 22.00 charge and approved , rates includes for any level, any floor and any height, excluding reinforcement. Cum 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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

69 RA - 12 73.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

70 RA - 12 65.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

71 RA - 12 65.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

72 RA - 12 65.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

73 RA - 12 53.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

74 RA - 12 53.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

75 RA - 12 23.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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:

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

77 34.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

78 34.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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:

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

79 34.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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:

i) 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

80 8.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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:

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

81 RA - 14 380.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,131.74

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

i) Ground Floor

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

82 RA - 14 372.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,171.99

(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-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

83 RA - 14 372.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,212.24

(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-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

84 RA - 14 372.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,252.49

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

iv) Third Floor

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

85 RA - 14 298.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,292.73

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

v) Fourth Floor

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

86 RA - 14 298.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,332.98

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

vi) Fifth Floor

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

87 RA - 14 36.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,373.23

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

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

88 6.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

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

89 6.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

90 6.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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

91 6.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 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-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

92 RA - 15 15.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,013.21

(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

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

93 RA - 15 15.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,053.46

(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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

94 RA - 15 15.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,093.70

(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

iii) Second Floor

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

95 RA - 15 15.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,133.95

(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

iv) Third Floor

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

96 RA - 15 15.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,174.20

(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

v) Fourth Floor

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

97 RA - 15 15.00 charge and approved , rates includes all levels , heights upto 4.50m , excluding reinforcement . Cum 6,214.45

(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

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

98 R.A-16 257.00 finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush including The panel Cum 8,360.33

shuttering work etc. complete As per drawings and design supplied by architect and instruction given by authority and E.I.C.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 using approved cold water, special category of sand (density: 4500 to 4800 Kg/m3),

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 reusable heavy duty modular Table Form /

Column Form / Wall Form System (Outinord or Equivalent approved) with comprising factory engineered steel formwork panels with

approximately 4 mm thick steel facing plates stiffened with vertical omega profiles and horizontal walers, modular table forms with telescopic

lyre-type adjustable legs, back-to-back U-profile deck frames and shuttering grade plywood decking, modular column forms with adjustable

steel panels and locking clamps, and wall form systems with integrated connecting levers, tie rod assemblies, push–pull props, working

99 RA - 17 1151.00 platforms and bracing arrangements; including provision for lifting hooks for crane handling, slab stop ends, guard rails, filler panels, leveling Cum 32,787.15

jacks and all necessary accessories to achieve required alignment, rigidity and dimensional accuracy; 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 Table Form/Column Form/Wall Form System 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

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 using approved cold water, special category of sand (density: 4500 to 4800 Kg/m3),

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 reusable heavy duty modular Table Form /

Column Form / Wall Form System (Outinord or Equivalent approved) with comprising factory engineered steel formwork panels with

approximately 4 mm thick steel facing plates stiffened with vertical omega profiles and horizontal walers, modular table forms with telescopic

lyre-type adjustable legs, back-to-back U-profile deck frames and shuttering grade plywood decking, modular column forms with adjustable

steel panels and locking clamps, and wall form systems with integrated connecting levers, tie rod assemblies, push–pull props, working

100 RA - 17A 404.00 platforms and bracing arrangements; including provision for lifting hooks for crane handling, slab stop ends, guard rails, filler panels, leveling Cum 32,787.15

jacks and all necessary accessories to achieve required alignment, rigidity and dimensional accuracy; 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 Table Form/Column Form/Wall Form System 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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 using approved cold water, special category of sand (density: 4500 to 4800 Kg/m3),

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 reusable heavy duty modular Table Form /

Column Form / Wall Form System (Outinord or Equivalent approved) with comprising factory engineered steel formwork panels with

approximately 4 mm thick steel facing plates stiffened with vertical omega profiles and horizontal walers, modular table forms with telescopic

lyre-type adjustable legs, back-to-back U-profile deck frames and shuttering grade plywood decking, modular column forms with adjustable

steel panels and locking clamps, and wall form systems with integrated connecting levers, tie rod assemblies, push–pull props, working

101 RA - 17 270.00 platforms and bracing arrangements; including provision for lifting hooks for crane handling, slab stop ends, guard rails, filler panels, leveling Cum 32,787.15

jacks and all necessary accessories to achieve required alignment, rigidity and dimensional accuracy; 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 Table Form/Column Form/Wall Form System 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

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

102 05014C 1932480.00 completed upto all floor all level as per I.S. Standard. complete. As per drawings and design supplied by architect and instruction given by Kg 76.21

Page - 54 authority and E.I.C.

103 RA 17 A 100.00 Shifting of exisitng line electrical, elv, drainage etc. Rmt 505.00

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

pipelines cables road infrasturcture work etc. upto 0.5 mtr. length for all floors/ all 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 foundation and plinth in Cement

107 06002BA 688.00 Mortar 1:6 (1- Cement : 6 -fine sand) cum 4,021.02

Page - 71 (B) Conventional

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 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 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 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 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 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 works.

c) Second 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 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 works.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 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 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 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 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 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 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

hours, in true line level and plumb and cleaning the surface with necessary tool tackles 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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

hours, in true line level and plumb and cleaning the surface with necessary tool tackles 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 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

hours, in true line level and plumb and cleaning the surface with necessary tool tackles 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

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

hours, in true line level and plumb and cleaning the surface with necessary tool tackles 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 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

hours, in true line level and plumb and cleaning the surface with necessary tool tackles 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 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

hours, in true line level and plumb and cleaning the surface with necessary tool tackles 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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

0.10 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 works.

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

0.10 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 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

0.10 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 works.

c) Second Floor

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

0.10 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 works.

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 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 0.10 percent for Grade

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

0.10 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 works.

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

127 17001A+17006 3026.00 smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 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 and finished even and

128 2298.00 smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 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 and finished even and

129 2575.00 smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 200.45

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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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

130 2456.00 smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 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 and finished even and

131 2403.00 smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 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 and finished even and

132 2433.00 smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 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 and finished even and

133 314.00 smooth in (i)Cement mortar 1:3 (1-cement:3-sand) Sqm 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 plastering upto floor two

134 17002A 7879.00 level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 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 plastering upto floor two

135 17002A+17007A 5612.00 level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 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 plastering upto floor two

136 17002A+17007A 5169.00 level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 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 plastering upto floor two

137 17002A+17007A 4055.00 level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 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 plastering upto floor two

138 17002A+17007A 15468.00 level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 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 plastering upto floor two

139 17002A+17007A 5959.00 level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 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 plastering upto floor two

140 17002A+17007A 407.00 level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Sqm 316.93

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

Chapter 17 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete work for plastering comprising of base coat of 12 mm thick

141 17017 9616.00 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 Sqm 272.48

Page - 138 Coarse sand) finished with trovel including scaffolding curing etc. complete.

Providing & laying 20 mm. thick sand face cement plaster Gutkha finish on walls up to 10mt. height and above ground level consisting of

mm. thick backing coating of C.M. 1:3 (1 cement : 3 sand) and 8 mm. thick finishing 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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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

144 R.A-25 6255.00 of suitable exterior primer, followed by application of textured coating in required thickness and pattern using spray / trowel as per Sqm 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.

Chapter 18 Providing and applying Wall painting (three coats) with plastic emulsion paint of approved brand and manufacture on under coated wall surface

145 18031+18032 44987.00 to give and even shade including throughly brushing the surface free from mortor droppings and other foreign matter and sand paperd smooth Sqm 112.95

Page - 143 on new work to give an even shade.for all height

Finishing wall with weather proof low viscosity ultima exterior emulsion paint on wall surface (two coats) to give an required shape even shade

after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete for all height

Applying two coats of acrylic lapy ( putty) & two coats of primer of approved brand and manufacture on new wall surface to give an even shade

including thoroughly brushing the surface free from mortar dropping and other 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

149 5018 4359.00 Providing throating or plaster drip and moulding to R.C.C. Chhajja. Rmt 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 make it fit for tiles inclusive of Labour, material and

Equipment etc. for all heights ,location, shape & size as directed 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.)

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 100 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 be interconnected using a friction-type joint system.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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

152 R.A-27 27165.00 consumption of approximately 0.10–0.12 kg/m² per coat, achieving a total system thickness of 120 microns. Additional material shall be Sqm 523.18

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 variations.

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 ×

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 / structural member using

anchor bolts and chemical fasteners, including rail brackets and necessary fixing 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,

154 R.A-29 138.00 brackets, supports, horizontal members, base plates and all necessary fixing accessories, nuts, bolts and fasteners, properly anchored to RCC / Rmt 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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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

155 R.A-30 725.00 being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia Rmt 841.28

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

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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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 frame stiffened with corner angle and strips provided for in the frame for

fixing the frame to R.C.C Columns / 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

158 R.A-33 152.00 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. Sqm 1,237.25

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

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

159 R.A-34 256.00 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 Sqm 1,287.75

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

160 R.A-35 1890.00 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 Sqm 1,201.90

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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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 fittings and fixtures hardware . The fixture &

fastenings shall be provided as under : Providing & fixing heavy 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 sand as per drawing,

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

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

drawing, complete As per drawings and design supplied by architect and instruction given by 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,

164 R.A-39 422.00 glazing, assembling and installation at site, complete in all respects as per approved drawings and specifications.The work shall include proper Sqm 10,310.64

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.

DGU Glass Brand: Saint Gobain or Equivalent

Providing, supplying, fixing and installation of Aluminium DGU Fixed Window fabricated from 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 6 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,

165 R.A-40 73.00 glazing, assembling and installation at site, complete in all respects as per approved drawings and specifications.The work shall include proper Sqm 6,873.76

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.

DGU Glass Brand: Saint Gobain or Equivalent

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

Providing, supplying, fixing and installation of aluminium DGU Openable Window fabricated from Aluminium Sections comprising Outer

Frame Section (21635) size 52 × 44.5 × 1.4 mm, Shutter Section (21636) size 52 × 66 × 1.4 mm, and Fixing Clip (19469) size 32 × 26 ×

mm, fitted with Double Glazed Unit (DGU) clear glass of 6 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,

166 R.A-40A 12.00 fabrication, glazing, assembling and installation at site, complete in all respects as per approved drawings and specifications.The work shall Sqm 8,935.88

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.

DGU Glass Brand: Saint Gobain or Equivalent

Providing, supplying, fixing and installation of Fixed Double Glazed Unit (DGU) Glass Panels consisting of 12 mm toughened glass + 6 mm

toughened glass, factory-sealed with appropriate spacer and desiccant to form an insulated glazing unit. The glass shall be installed in a 63 x

x 1.2 mm aluminium pipe frame, complete with necessary gaskets, sealant, fixing accessories and supports. The aluminium frame shall be

167 R.A-40B 30.00 finished in anodized colour coating of approved shade. The work includes cutting, fabrication, edge finishing, transportation, installation and Sqm 7,836.08

sealing of the glass panels to ensure proper alignment, weather tightness and structural stability.

Complete in all respects as per drawings, specifications and direction of the engineer/architect.

DGU Glass Brand: Saint Saint Gobain or Equivalent

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 Architect. Rate shall be inclusive of cutting off loor neatly,

168 R.A-41 78.00 grouting the floor spring & cleaning/ polishing the floor & maintaining in good working condition till defect liability period with one year Nos. 5,050.00

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 drawing, complete As per

169 R.A-42 320.00 drawings and design supplied by architect and instruction given by authority and E.I.C. Nos. 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,

170 R.A-43 83.00 complete Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C. Nos. 2,222.00

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

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)

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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

Providing, supplying and fixing Flush Type Clean Room Door fabricated from GI powder coated sheets, overall door thickness 44.5 mm,

constructed using 0.80 mm thick GI sheets on both sides with 5 mm thick toughened glass flush vision panels fixed using approved 3M / Saint-

Gobain or Equivalent adhesive tape, and filled with PUF insulation for thermal and acoustic performance. The door shall be complete with GI

174 R.A-47 132.00 powder coated door frame of size 80/60 × 50 × 1.75 mm thickness, including all necessary hardware such as 3 Nos. stainless steel ball bearing Sqm 23,490.87

hinges per leaf, concealed flush bolts, airtight sealing gasket (seal) for maintaining clean room airtightness, and all required accessories. The

item shall include fixing in position, alignment, finishing and making good of adjoining surfaces, complete in all respects as per approved

drawings and directions of the Engineer-in-Charge. (Brand Name: Anjani / Shaktimat or Equivalent)

Providing and fixing of approved make Trap door with galvanised steel. Doors should be finished in Powder Coating with film thickness of

microns approx. in desired RAL Shades. The manufacturer company must be TUV Nord ISO 9001-2015 certified ACODOR (koleshvari Infra)

175 R.A-48 315.00 trap door and must be made from galvanised steel sheet. door must be concealed type of hinges and appropriate provision for hanging from Sqm 6,030.97

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 150 kg/Sqm, stainless steel handles 430mm x 30mm (S.S.S min), patch locks, joints should

be filled with transparant 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.

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 AERB/DRC . The internal construction of the door should be rigid with lead line of 2mm thick all across

the inside of 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. (Brand Name: JC Fire Door or Equivalent)

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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 toughning) and fixed with silicone sealant and spacer tap

and at corner sealed neoprene foam dust and Air sealed 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 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 diameter steel pulleys complete with bolts, nuts, locking

arrangements, stopper handles including applying a priming coat of red lead paint.

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

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 4.0 mm, mixed using a forced-action

mixer and achieving specified Compressive Strength (ASTM CI09) (28 days – 50.8 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-component primer, PU coving includes three-component water-based polyurethane coving mortar with proper substrate preparation and priming

as per manufacturer’s datasheet, applied wet-on-wet at a coverage of 1.8–2.0 kg/m²/mm before primer curing. The coving shall be finished with two

coats of three-component water-based high-build polyurethane sealer, each at 200 microns WFT.All expansion and construction joints must consider

the removal of dust, loose or contaminated material, plaster, oil, grease, paint, corrosion, or algae, with oil/grease deposits mechanically. The priming

should be applied with Primer No. 20 & Colpor 200 with 30 minutes to 2 hours & PU sealant should be provided at the designated joints using over

Expancel backer rod on Hydrocel XL filler board at expansion joints, complying with BS 5212:1990 and US Federal Spec SS-S 200E:1984, with

30% movement accommodation in butt joints.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

Providing and laying Double Charged Vitrified Matt Finish in Floor in 2' x 4' (Thickness: 10 mm) with water absorption less than 0.08% and

conforming to IS:15622, of Somani / Johnson or Equivalent brand, 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

181 R.A-53 1027.00 etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of Sqm 1,564.46

required 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 . Double Charged Vitrified Matt Finish of size 600 x 1200 mm For Light Shade.

Providing and laying Double Charged Vitrified Matt Finish in Floor in 2' x 4' (Thickness: 10 mm) with water absorption less than 0.08% and

conforming to IS:15622, of Somani / Johnson or Equivalent brand, 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

182 R.A-54 514.00 etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of Sqm 1,564.46

required 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 . Double Charged Vitrified Matt Finish of size 600 x 1200 mm For Dark Shade.

Providing and laying 25 mm thick premium grade, machine cut, mirror polished Kota stone slabs of size 600 × 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 (2' x 4') 600 × 1200 mm Ultra-Premium Full Body Glazed Vitrified Tiles, rectified edges, uniform thickness (minimum

8–10 mm) of Somani / Johnson or Equivalent Brand, 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 (Unive Make or Equivalent) of approved make, applied with notched

trowel over properly prepared, levelled, cleaned and primed surface, including surface hacking / roughening wherever required, maintaining

184 R.A-56 18176.00 uniform 4 mm wide joints using spacers, ensuring proper alignment, plumb, line and level, cutting and fitting around corners, edges, openings Sqm 2,108.88

and fixtures, back buttering of tiles where 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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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 (Unive Make or Equivalent) 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 Double Charged Vitrified Matt Finish Anti-Skid Tiles, 8–10 mm thick, size (2' x 4') 600 × 1200 mm, rectified

edges, water absorption less than 0.5%, of Somani / Johnson or Equivalent brand 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-in-Charge.

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 building, general development area works etc. laid to

achieve proper slope or 0-0 levelled surface and curing 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 nominal size) laid in one layer

189 14015BA 128.00 and finished with a floating coat of neat cement. Sqm 351.56

Page - 128 (B) 50mm thick.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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

190 R.A-62 584.00 mortar and high performance stone adhesive to ensure full contact and structural stability, including proper alignment, line and level, edge Sqm 5,896.19

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.

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 (Unive Make or Equivalent), 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, embedding slab ends in cement mortar, bedding with neat cement slurry to ensure proper

bond, maintaining true 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.

Providing & laying rough chiseled dressed stone flooring over 20 mm.(average) thick base of cement mortar 1:5(1 cement : 5 coarse sand) or

L.M. 1:1.5 including pointing with cement mortar 1:2 (1 cement:2 stone dust) etc. complete. [A] 25 mm. thick.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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 Somani / Johnson or Equivalent Brand, 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,

195 R.A-66 128.00 bonding with grey cement slurry, maintaining 4–5 mm wide joints using spacers, or providing specified open joints / pebble stone filled gross Sqm 924.79

joints as 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 Somani / Johnson or Equivalent Brand 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

Chapter 14 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

196 14035 2940.00 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 Sqm 747.29

Page - 130 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.

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

197 R.A-67 3434.00 period of 10 years after handing over the completed building by the main contractor to be finished as directed. Stamp paper guarantee 10 years Sqm 369.99

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). (Unive Make or Equivalent)

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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)

198 R.A-68 1395.00 @ 2% for be stresults:-Application of crystalline coating to be done within 7days of casting of concrete All the waterproofing activities shall be Sqm 500.83

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) (Unive Make or Equivalent)

Providing and laying 115mm over deck insulation over terrace water proofing of ex-foliated vermiculite of MFV/ Porosile / Vermiplast/unive 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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 × 3 mm aluminium strips at joints and supports, application of approved silicone weather

201 R.A-71 105.00 sealant to ensure watertight sealing, proper alignment, edge finishing, provision for thermal expansion gap as per manufacturer’s specification, Sqm 1,620.92

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

202 R.A-72 59479.00 plates, bolts and welds, including surface preparation by wire brushing / cleaning to remove rust, scales and oil, applying one coat of approved Kg 111.16

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-

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

203 R.A-73 10261.00 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. Sqm 2,097.67

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 approved.

Providing and fixing gypsum board false ceiling system in approved design, comprising G.I. perimeter channel of 0.55 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

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

204 R.A-74 121.00 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 Sqm 748.68

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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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.

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

(Minimum) for Fine fissured/Spintone/Cosmos and 0.75 NRC for Globe, 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.

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

206 R.A-75 443.00 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as top coping, finished with 10 mm thick cement plaster, broom finish Sqm 1,354.25

on top 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-in-Charge.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

207 R.A-76 265.00 accommodate various project conditions and floor/roof treatments. including cover plate, The cover plate shall be designed of width and Rmt 8,595.10

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

208 R.A-77 202.00 wall/ceiling /wall to corner including exposed metal plate /consealed metal plate /flush metal plate desired as per the joint design and design Rmt 7,201.30

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 SHEETING FIXED ON

209 R.A-78 168.00 THE WALL WITH SIX 2” SCREWS etc. complete As per drawings and design supplied by architect and instruction given by authority and Nos. 383.30

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

210 R.A-79 63.00 with cement concrete for added strength and stability, fixed firmly to finished road surface using suitable anchor bolts with sleeves, including Rmt 3,509.69

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 1.5 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 S.S 1.5mm thk.304 grade frame and punched (laser cut) lettering carried out

on both the s.s plates of required size 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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

Providing and fixing of Verticle Blinds fixed at all levels and sizes as per the manufacturers specifications . Fabric to be approved by architect.

Make : Vista or equivalent etc. complete All As per drawings and design supplied by 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 Panels and Back side

214 R.A-83 735.00 Framming G.S. Black Exterior Louvre System. etc. complete All As per drawings and design supplied by architect and instruction given by Sqm 2,382.60

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 476 – part 5, 6 & 7, Thermal conductivity should be minimum 0.15 W/m˚K and PH

215 R.A-84 492.00 value should be in the range of 7 – 8. Depending on height of structure Board to be fixed using Aluminium rectangular frame section of suitable Sqm 1,598.83

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 (Unive Make or Equivalent) as per site

216 R.A-85 675.00 condition including all labour and material, cleaning, curing, etc., complete all As per drawings and design supplied by architect and instruction Sqm 2,577.77

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

217 R.A-86 10263.00 damage of tiles including neat and clean of flooring & including loading, lifting,transporting, and disposal of debries outside of plot boundry et. Sqm 60.60

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

218 R.A-87 105.00 specifications. Thorough mixing shall be carried out till a smooth, homogeneous paste is obtained. The mixed paste is fiiied into groove by Kg 203.78

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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

220 R.A-89 315.00 As per drawings and design supplied by architect and instruction given by authority and E.I.C.. Nos. 219.99

Providing & Fixing anchor fasteners including drilling in RCC / Masonary Members, fastening with structural steel members etc complete all

221 R.A-89 340.00 As per drawings and design supplied by architect and instruction given by authority and E.I.C.. Nos. 262.18

Providing & Fixing anchor fasteners . including drilling in RCC / Masonary Members, fastening with structural steel members etc complete all

222 R.A-89 365.00 As per drawings and design supplied by architect and instruction given by authority and E.I.C. Nos. 372.17

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 by the technical workmens/agency approved by the manufacturer and

under technical supervision of Manufacturer 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 instruction.The work shall be carried out by the technical workmens/agency

approved by the manufacturer and 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 instruction.The work shall be carried out by the technical workmens/agency

approved by the manufacturer and 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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 instruction.The work shall be carried out by the technical workmens/agency

approved by the manufacturer and 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 instruction.The work shall be carried out by the technical workmens/agency

approved by the manufacturer and 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

228 R.A-91 310.00 Making holes upto 16mm dia. in masonry by hammer drilling machine including disposing the debries. Nos. 99.52

229 R.A-91 310.00 Making holes upto 22mm dia. in masonry by hammer drilling machine including disposing the debries. Nos. 100.71

230 R.A-91 310.00 Making holes upto 28mm dia. in masonry by hammer drilling machine including disposing the debries. Nos. 113.74

231 R.A-91 310.00 Making holes upto 40mm dia. in masonry by hammer drilling machine including disposing the debries. Nos. 155.20

232 R.A-91 310.00 Making holes upto 52mm dia. in any RCC members by diamond Core Cutting machine including disposing the debries. Nos. 319.88

233 R.A-91 310.00 Making holes upto 75mm dia. in any RCC members by diamond Core Cutting machine including disposing the debries. Nos. 355.42

234 R.A-91 310.00 Making holes upto 102mm dia. in any RCC members by diamond Core Cutting machine including disposing the debries. Nos. 426.50

235 R.A-91 310.00 Making holes upto 125mm dia. in any RCC members by diamond Core Cutting machine including disposing the debries. Nos. 497.59

236 R.A-91 310.00 Making holes upto 152mm dia. in any RCC members by diamond Core Cutting machine including disposing the debries. Nos. 568.67

237 R.A-91 310.00 Making holes upto 200mm dia. in any RCC members by diamond Core Cutting machine including disposing the debries. Nos. 853.01

238 R.A-91 310.00 Making holes upto 250mm dia. in any RCC members by diamond Core Cutting machine including disposing the debries. Nos. 995.17

239 R.A-91 310.00 Making holes upto 300mm dia. in any RCC members by diamond Core Cutting machine including disposing the debries. Nos. 1,492.76

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

Avg 100 mm thick cement concrete flooring with concrete hardener topping, under layer 70 mm thick cement concrete 1:2:4 (1 cement :

coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener

240 R.A-92 210.00 mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per Sqm 938.29

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 their entire length and

jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arragements for

inside and outside locking with push-pull operation including the 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

Chapter 11 and material consistment with I.S.I specification. Using Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-II Consentration Weight one

242 22007 2798.00 percent is recommended i.e one litre 20 EC chemical emulsion with 19 liter give 1 % concrentration inclusive of one litre chemical emulsion Sqm 105.95

Page - 167 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.

Chapter 14 Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M300 pnumatic compressed by

243 14033 325.00 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 Sqm 686.90

Page - 130 etc. completed all As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Chapter 14 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade

244 14032 1270.00 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) Rmt 380.19

Page - 130 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

245 R.A-93 804.00 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, Sqm 258.56

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 name of plants Neem, Nagor, Avonla, Aritha,

Garmala, Neem, Nagor, Avonla, Aritha, Garmala, Neem, Nagor, Avonla, Aritha, Garmala, etc all As per drawings and design supplied by

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

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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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 bamboo, Green bamboo, Ficus spp.Ixora spp., Hibiscus

spp., Allamanda spp.Bougainvella spp., Nerium spp, Plumeria spp. etc.

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

250 R.A-98 525.00 Providing pesticides ,dust As per drawings and design supplied by architect and instruction given by authority and E.I.C. Kg 80.81

251 R.A-99 105.00 Providing pesticides ,liquid As per drawings and design supplied by architect and instruction given by authority and E.I.C. Kg 600.95

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

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

252 R.A-100 105.00 primer. One name plate of 1 mmthick M.S. sheet of size 250x100 mm shall be welded to the treeguard near the middle height and lettered PIU/ Nos. 2,912.93

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 28 gauge, Flex. as per the

253 R.A-101 2.00 Architect's instructions & approval. Each 42,975.50

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

Providing and laying 40 mm thick artificial grass carpet made of UV-stabilized polyethylene / polypropylene monofilament yarn with minimum

pile height of 25 mm, natural dual-tone green color, having perforated latex / polyurethane backing for proper drainage, laid over prepared base

254 R.A-101A 35.00 surface including cleaning, leveling and laying with necessary jointing tapes and adhesives, fixing edges properly and brushing of fibers. The Sqm 712.37

work shall include supply of all materials, transportation, cutting, jointing, fixing, silica sand or rubber granule infill wherever required,

finishing and brushing complete as per manufacturer’s specification and as directed by the Engineer-in-Charge.

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 work,including LED lighting illumination, all

material, labour and other hardwares, waste of materials etc fixed in wall at any height including scaffolding etc complete As per drawings and

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

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC

256 R.A-103 114.00 members and fixed to the reinforcement with binding wire before pouring concrete etc. complete all As per drawings and design supplied by Rmt 288.86

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.

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

258 R.A-105 472500.00 item incl. Necessary excavation & refilling the available earth, 150 mm thick 1:2:4 for bedding of concrete, 20 mm thk. water proofing cement Liter 17.17

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 E.I.C.

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.

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total 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

261 R.A-108 543.00 colour. Rate includes brushing, blooming and cleaning and application of paint. Zebra patta/Bump patta/Lane line/Center line/Cut patta, Sqm 474.85

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 2 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

Providing and fixing flush door both sides laminated and I.T.W. beading all around by using I.T.W. frame 120 mm x 80mm shutter fabricated

from 35 mm thick solid core malemine faced three layered pre laminated flat pressed wood based exterior grade bonded BWP / BWR synthetic

263 R.A-110 262.00 resin having stamped IS 12823 grade I type II including three coats of lacquer polishing to exposed wooden surfaces and Stainless steel Sqm 5,228.13

decorative type designs fixtures / fastening 2 Nos. Handles, 2 Nos. Aldropes, tower bolt, door stopper etc. complete as per architectural

detailed drawing and as directed by engineer in charge. (Brand Name: Anjani / Shaktimat or Equivalent)

Extra for providing vision panel not exceeding 0.1 Sq.M. in all types of flush doors.

(A) Rectangular or Square.

Providing erecting and fixing three coated white Syntex/ Astral/ Supreme/RC Plasto PVC. (ISI) water tank of required capacity each with all

265 R.A-111 63000.00 necessary fittings and connection on terrace. etc. complete as per drawings and design supplied by architect and instruction given by authority Liter 13.94

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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,

266 R.A-112 12932.00 including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will Kg 144.99

be given a priming coat of Zinc primer as approved by Engineerin-charge 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.

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

Providing and fixing dry cladding with sand stone 30 mm thick as per selection upto any height gang saw cut stone with (machine cut edges) of

uniform colour, fixed to structural steel frame work and / or with the help of cramps, pins etc. and sealing the joints with approved weather

sealant As per drawings and design supplied 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

269 R.A-115 115.00 manufactured by ‘basf’ or equivalent, polymers and u.v resistant synthetic inorganic pigments should be used for pigmentation. the material Sqm 7,861.91

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

270 R.A-115 1096.00 RCC/structural members as per approved structural design and architectural drawings and directions of Engineer-in-Charge, complete. Sqm 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.

271 R.A-116 211.00 Providing and fixing brass T patti as per required design for installation in wpc cladding or Tiles cladding as directed by EIC Rmt 479.75

SOR Item of Description Unit Rate Total Amount

SOR Item of Description Unit Rate Total Amount

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 100 gms), having minimum density 650 kg/cum, minimum screw withdrawal strength 1800 N (face), minimum

272 R.A-117 197.00 compressive strength 50 N/mm², modulus of elasticity 850 N/mm², resistance to spread of flame Class A category, termite proof, borer proof, Sqm 3,471.52

water and moisture resistant and fire retardant properties, machine cut to required size, edges finished smooth, fixed over M.S. framework of

× 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.

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection >

and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement :

coarse sand) and grouting the joints with mix of white cement & 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

Name of Work: CONSTRUCTION WORK OF GCRI HOSPITAL

SUB ESTIMATE FOR PLUMBING WORK

Item Item No. Total Rate with

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity LC 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.

mm Concealed flush tank as directed.

C.P health faucet with required length of flexible tube, clamp and bracket for fixing to wall,

mm C.P. brass heavy quality angel stop cock for flushing health faucet

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.

1.2 C.P health faucet with required length of flexible tube, clamp and bracket for fixing to wall, 15 Nos. 16.00 5,422.21 54.22

mm C.P. brass heavy quality angel stop cock for flushing health faucet

23009 23.111 Orissa Pan

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.

1.3 C.P. bottle trap with cleaning eye with extension piece and wall flange. Nos. 80.00 2,473.68 24.74

Painting brackets with two coats of white enamel paint over one coat of primer.

CP Wash Basin Pillar Cock 15 mm C.P. brass heavy grade flexible inlet connection.

15 mm C.P. brass heavy quality angle stop cocks

23020A 23.135 Waste Coupling

Item Item No. Total Rate with

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity LC 1%

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, Installation, testing & commissioning, counter table Wash basin with sensor type

basin spout fixed on counter top with basin drain 32 mm heavy plated C.P. waste coupling

fitting with or without pop-up.

1.4 C.P. bottle trap with cleaning eye with extension piece and wall flange. Nos. 30.00 8,763.50 87.64

CP Wash Basin Pillar type sensor Cock 15 mm C.P. brass heavy grade flexible inlet

15 mm C.P. brass heavy quality angle stop cocks

MR-1 Basin - 550 x 400

23020A 23.135 Waste Coupling

Providing and fixing pillar type sensor cock with bottom flexible connection. (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 -3 SS Pipe connection for Angle cock to Urianl for Water spray 300mm Nos. 18.00 300.00 3.00

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

1.6 plated C.P. waste coupling 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

1.7 23028A 23.14 flange of heavy quality with all accessories, supplied by owners. Nos. 100.00 212.68 2.13

Item Item No. Total Rate with

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity LC 1%

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

Providing, Installation, testing & commissioning, CP brass / S.S. towel rail, 600 mm. long

1.9 23025 23.144 and 20 mm. dia., with concealed type brackets fixed, to the wall with CP brass screws, etc. Nos. 48.00 610.32 6.10

Installation, testing & commissioning, screw-to-wall type toilet paper-roll holder, fixed to the

wall with CP brass screws, etc. complete.

1.11 23023 23.141 Providing and fixing C.P. brass shower with 15mm inlet.(A) 100mm dia. Nos. 5.00 279.37 2.79

Providing and fixing C.P. brass Wall mounted Mixer with Spout & OH shower pipe

connection with necessary parts complete job.

Providing and fixing C.P. brass foot operated shower system, OH shower pipe connection with

necessary parts complete job.

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 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 of

following dia. nominal bore tube fittings and clamps including making good the wall, ceiling

and floor etc. complete. All Conceal Pipe line Cold & Hot Water

Item Item No. Total Rate with

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity LC 1%

2.3 MR-9 Providing & installaing Rubber Insulation 9mm thik for Conceal Hot water pipe line

Providing, fixing, jointing and testing, heavy quality cast bronze / brass BALL VALVE / OR

WHEEL valves of approved make, including flanges / unions, nuts, 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

2.4 confirming to IS 778, with screwed / flanged ends, 20 Kg/m2 of approved make, on water

supply lines of the following Nominal bore (NB) size:

C) INTERNAL DRAINAGE

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

3.1 fittings, wall clips, in proper line and level with necessary support like brackets/clamps, 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 750.00 826.12 8.26

3.1.2 23067 110 mm. (Soil + Waste + Rain Water) - Type B rmt 780.00 847.55 8.48

Item Item No. Total Rate with

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity LC 1%

3.1.3 23004F 23.80 75 mm. - Balcony + Standing Balcony + AC Drain - PVC 10 KG rmt 80.00 277.46 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 /

3.2 MR-12 hole in floors / slabs and bringing the same in proper 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 no 90.00 600.00 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 /

3.3 MR-13 hole in floors / slabs and bringing the same in proper condition and shape after placing the 2.00 375.00 3.75

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. no

Providing and fixing Heavy class S.S. grating with Mosquito proof S.S. strainer of Chilly

3.4 MR-14 or equivalent make, as approved, (cockroach trap) including setting in floor with cement no 92.00 750.00 7.50

mortor to match with floor finish as per architect requirements.

Providing and fixing, PVC cowl, on PVC ventilating pipes and verticals for soil, waste and

3.5 894 M835 rain water Pipes at top level / terrace level, as specified and required, etc. complete. 75 OD no 4.00 9.32 0.09

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with jali of

3.6 23068 the following nominal diameter of self cleansing design with C.I scread down or hinged 10.00 579.57 5.80

grating including the cost of cutting and making good the walls. (for Balcony) no

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 collars

and butt ends prepared for collar joints including testing, of joints complete.(B) 150mm

Item Item No. Total Rate with

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity LC 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

4.2 the trap in CC 1:2:4, construction of brick masonry chamber, internal clear size 300 mm. x 300 no 40.00 1,234.57 12.35

mm., in brick work 230 mm. thick, in CM 1:4, plastering inside, outside 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

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight

4.2.1 24006B 24.19 C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth 1,234.57 12.35

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

4.3 24014 24.41 inside, C.I. steps as necessary and rough cement plaster 20 mm thick in c.m. 1:4 outside, with no 3.00 2,520.65 25.21

50 kg. Full size C.I. 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 depth of 0.1 m. or

part thereof, for brick masonry Inspection chamber.

Item Item No. Total Rate with

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity LC 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.M. 1:5

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 Wt. of

4.4 24016CA 24.44 frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone no 20.00 7,109.35 71.09

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 depth of 0.1 m. or

part thereof, for brick masonry Inspection chamber.

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 surface.The cover is to be of double seal type with SS 316 no

Socket type key hole lifting / Rod lifting arrangement . The lifting arrangement is to be closed

from the bottom side. etc. complete as directed by E-I-C.

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

4.6 24008A 24.27 :4-stone aggregate 20mm nominal size) finished smooth complete including no 20.00 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 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)(1) A type depth 0.90 Metre for

150mm diameter sewer.

(I) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof

over item No.24.27 (I) for depth from 0.9M to 1.5M.

Item Item No. Total Rate with

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity LC 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

24008B 24.27 20mm nominal size) finished smooth complete including curing and festing (i) Inside size no 2.00 19,158.00 191.58

900mm x 1200mm and 1.5M. deep including 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. GR Part

thereof over item No.24.27 (I) for depth from 1.50M. to 2.25M.

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 MR-16 200 lpm., 50mtr., (To GF TO TERRACE TANK) FOR DOMESTIC WATER SET 1.00 50,000.00 500.00

Supply, installation, testing & commissioning of Water level controller for the 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 MR-18 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 material Pump

with SS pipe line & fittings use in Plant. FOR Drinking Water

5.5 MR-20 Providing, Supply & Installation of SS 316 Storage tank with SS Stand 1000 Liter no 5.00 2,00,000.00 2000.00

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

5.6 MR-21 valve, non-return valve, isolation valve, drain valve, wall/floor mounting brackets, electrical no 2.00 10,000.00 100.00

connections, safety controls, and all necessary fittings and accessories, in accordance with

manufacturer’s specifications and relevant standards.

Item Item No. Total Rate with

Sr. No. Description of Work Unit Rate Amount in Rs.

Code NOB Quantity LC 1%

Providing, Installing, testing and commissioing of Hot Water Sysytem 3000 Ltr With Storage

5.7 MR-22 Tank , Compressor, Electric control panel system with all standard parts with all necessary SET 2.00 10,00,000.00 10000.00

parts & fittings, Testing & Installation as per Drawing & specifications.

Providing, Supply & Installation of Hot Water Sysytem 1.5 hp with hot temperatuure level

Proposed New Construction Of Cyclotron & Nuclear Medicine Building For GCRI at Asarwa, Ahmedabad.

BOQ - Fire Fighting Work

Sr.No. Item Description Unit Rate

Quantity 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.

Supplying, Installation, Testing and commissioning of Jockey Pump 10.8M3/[email protected] Centrifugal End

Suction. he 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

Supplying, Installation, Testing and commissioning of cubical type floor mounted power cum control panel

4.0 complete with suitable switch gear, bus bars, relays, contractors, indicating lamps, fuses, instruments manual isolator 1.00 No. 257550.00

& auxillary switch including connections complete as required.

Providing, fixing, testing and commissioning below Cable for Fire Pumps

(Only from Panel to Pumps)

5.01 3 C X 35 Sqmm Alluminium Armoured 60.00 Mtr 421.17

5.02 3 C X 16 Sqmm Alluminium Armoured 60.00 Mtr 254.52

5.03 2 C X 1.5 Sqmm Copper Armoured. 150.00 Mtr 144.43

5.04 Cable Tray 300X50 mm. 20.00 Mtr 742.35

5.05 Cable Tray 150X50 mm. 20.00 Mtr 515.10

Providing, fixing, testing and commissioning of Pressure Gauge with cock & accessories for pumps.The pressure

6.0 gauge shall be approved type. The Gauges with cock shall be constructed of die cast aluminium & stove enameled. 7.00 Nos. 4090.50

The Gauge shall be of stainless steel bourden type.

Providing, fixing, testing and commissioning of Pressure switches of diaphram operated SPDT type whether IP66

suitable range (15 kg/cm² to 5 kg/cm²) for pump sets with Ball valves, Fittings like unions / collars / reducers etc.

Sr.No. Item Description Unit Rate

Quantity Amount

Providing, fixing, testing and commissioning Air vessel fabricated from 10mm Room

Fire Pump MS plate with(Positive

Acce. dished ends,dia of

mm and height 1500 mm with suitable supporting legs, outside painted with one coat of primer and two coats of

8.0 synthetic enamel paint of approved shade, complete with one 25mm dia connection from pump delivery, one 25 mm 2.00 No. 48480.00

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:

9.06 25mm dia.Ball Valve. 4.00 Nos. 1441.27

9.07 15mm dia Ball Valve. 12.00 Nos. 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.

12.0 Providing and fixing, testing and commissioning of "Y" Type Strainer

Sr.No. Item Description Unit Rate

Quantity Amount

B Fire Pump Room Acce.

Fire Hydrant (Positive

System Suction).

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

14.0 IS: 1239 (upto 150 mm dia.) and IS: 3589 (upto 200 mm dia. And above) with IWL/pypecoat, 4mm thickness

wrapping 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:

17.0 Fire Fighting Equipement

Providing, fixing, testing and commissioning of SS Single Headed Oblique Pattern Hydrant Landing Valves as

per IS: 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.

Sr.No. Item Description Unit Rate

Quantity Amount

Providing, fixing, testing and commissioning of weather proof standard fire Hose

Fire Pump RoomCabinet wall mounting

Acce. (Positive type

17.04 Guage. (750 x 600 x 250) having Double Opening with M.S. fabricated stand, necessary locking arrangement by 31.00 Nos. 6969.00

Providing, fixing, testing and commissioning of Wall mounting swing type first aid Fire Hose Reel with drum,

17.05 hanging bracket, 36 M x 25 mm dia high pressure hose reel tubing as per IS:884 with shut nozzle and ball valve and 24.00 Nos. 8961.73

all 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

17.08 inlet with blank cap and chain with 100 mm dia Butterfly valve necessary fittings, flanges, nutbolts, gasket and all 1.00 Nos. 10826.19

required accessories.

C 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.

Providing, fixing, testing and commissioning of Under Ground M.S. ERW Black C Class Heavyduty pipes as per

19.0 IS: 1239 (upto 150 mm dia.) and IS: 3589 (upto 200 mm dia. And above) with IWL/pypecoat, 4mm thickness

wrapping 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:

Sr.No. Item Description Unit Rate

Quantity Amount

20.03 80mm dia. Fire Pump Room Acce. (Positive Suction). 0.00 Nos. 5471.17

D 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

21.0 bell to sound continuous alarm when the sprinkler system activates, pressure guages, emergancy releases, strainer, 1.00 No. 68553.75

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

26.0 pressure 175PSI,.Sprinkler Flexible Drop system is a ready to use assembly to fit sprinkler heads in desired location 1042.00 Nos. 1066.56

in a suspended ceiling. It easily positions the sprinkler in center of the ceiling tile at a correct height.

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 emergency

Sr.No. Item Description Unit Rate

Quantity Amount

Supplying, Installation, Testing and commissioning of 2 C X 1.5 PumpCopper

Sqmm Room Acce. (Positive

Armoured forSuction).

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.

E 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

32.0 Gas as per IS 15222 with controll discharge mechanis, fitted with Hose & Horn applicable on Class B fire rating 21B 59.00 Nos. 5322.70

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

33.0 type ( MAP - 90% ) Fire Extinguisher of capacity 25 kg. confirms to IS 10658, bearing ISI mark, ( Outside Co2 3.00 Nos. 8358.76

Cylinder 1 Kgs. Cap )

Providing and fixing, testing and commissioning of CO2 type Fire Extinguisher of capacity 22.5 kg filled with Co2

34.0 Gas as per IS 15222 with controll discharge mechanism fitted with Hose, Horn & TROLLEY confirms to IS 2878 3.00 Nos. 19240.50

bearing ISI 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)

36.0 Providing, fixing, testing and commissioning of below Auto Glow Signages.

36.02 Fire Hydrant 4" X 12" 24.00 Nos. 442.38

36.04 In Case of Fire do not use Lift ,Use Staircase 8"x 8" 12.00 Nos. 539.34

36.05 Fire Extinguisher 8"x 8" 59.00 Nos. 539.34

36.06 Fire Pump Room 12"X 6" 1.00 Nos. 587.82

Providing, printing, supplying, and fixing of autoglow (photoluminescent) Emergency Escape Plan signage of size A3

(297 mm × 420 mm), complete in all respects & capable of glowing in darkness without external power; the signage

shall be UV/eco-solvent printed with clear floor layout showing escape routes, exits, “You Are Here” location, fire-

fighting equipment and assembly points with standard symbols and bilingual text as required.

Sr.No. Item Description Unit Rate

Quantity Amount

Providing, supplying, and fixing of photoluminescent (autoglow) routeFiremarker

in roll (Positive

form of sizeSuction).

× 10 m length, complete in all respects & capable of emitting visible glow in darkness after exposure to ambient light,

36.08 suitable for marking escape routes, corridors, and stair paths; the tape shall be applied on clean, dry surfaces with 238.00 Nos. 2464.40

proper alignment and firm adhesion, including surface preparation, cutting, laying, and all materials, labour, tools,

and incidental charges complete as per specifications and directions of Engineer-in-Charge.

37.0 Civil Work. (In Client Scope)

37.01 Providing, fixing, testing and commissioning Hume Pipe NP2 class 400mm dia. 30.00 Meter 1433.19

37.02 valve camber. 1M X 1M X 1M. 4.00 Nos. 106050.00

37.03 Excavation & Backfilling Of Soft And Hard soil. 280.00 Cu.Mtr 757.50

38.0 Supply, Installaton of Structure Steel Support 2250.00 KG 125.24

APPROVAL FIRE SYSTEM FROM LOCAL FIRE AUTHORITY

39.0 Getting of Fire Fighting System Approval from local fire authority with all other charges and documentations for 1.00 Job. 252500.00

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.

40.0 Door leaf shall be 46mm thick fully flush double skin door. Door leaf shall be manufactured from 1.2mm (18guage) 139.00 Sqmtr 33330.00

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

Sr.No. Item Description Unit Rate

Quantity Amount

Non Comprehensive Quarterly Maintenance service charge for Fire Fire Pump

Fighting System

Acce. servicing

(Positive of fire

fighting system with cleaning ,oiling and Greasing of fire fighting equipment's, give live demonstrations And

performing live mock drill once in a year of the system after completion of DLP.

Quarterly servicing and maintenance will be done for Fire Fighting systems.

a) To check & Maintain the Fire Fighting System as per Installation done.

b) Checking of Butterfly valve , NRV, Ball valve for smooth operation.

c) Checking of Fire Brigade Inlet.

41.0 d) Visually check of Sprinklers for Leakage.

e) Fire Extinguisher to be checked physically.

f) Testing of Main Pump, Sprinkler Pump & Jockey Pump, Fire Panel.

g) Physical checking of each Fire fighting Equipment's. (Like Hydrant Valve , Hose Reel,Hose Box , Hose pipe And

Branch Pipe etc..)

h) Checking of Pump room in active working condition.

I) Refilling of Fire Extinguisher will be in contractor scope as per client requirements.

J) Including Charges for fire New / Renewal NOC, for Fire Fighting System.

K) Videography , Photo graphy , numburing & Pendrive etc. as per norms for New / Renewal NOC.

41.01 First Year 1.00 Job. 353421.90

41.02 Second Year 1.00 Job. 412325.55

41.03 Third Year 1.00 Job. 471229.20

41.04 Fourth Year 1.00 Job. 589036.49

41.05 Fifth Year 1.00 Job. 706843.79

Total Amount of Fire Fighting Work ₹

Total Amount of Fire Fighting Work ₹

NAME OF WORK : GCRI Cancer Hospital ELV BOQ

SUMMARY EXTRA LOW VOLTAGE WORK

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 ₹

5 ACCESS CONTROL SYSTEM ₹

NAME OF WORK : GCRI Cancer Hospital ELV BOQ

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

1 NSR 1 speaker zones, AHU Modules, Damper switch, Smoke extraction Fans, Lifts.. etc. The Panel shall support Ea. 6,50,000 6500.00 6,56,500.00

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 shall be capable of graphically representing each facility being

3 NSR 1 monitored with floor plans and icons depicting the actual locations of the various systems, and / or sensors’ Ea. 3,50,000 3500.00 3,53,500.00

locations. It shall have the facility to change the sensitivity of any detector.The software shall have

minimum 2000 Points + 20% for future expansion.

FIRE WORKSTATION

SITC of Client Workstation with following configurations: Processor – Intel i7 12th Gen,

GHz,Memory – Minimum 16 GB,Hard disks – 512 GB SDD ,compatible OS for VMS, Network Card –

4 NSR 1 10Gbit/s network card,NVIDIA Graphic card of minimum 4 GB, Dual Port card for connecting Ea. 2,25,000 2250.00 2,27,250.00

minimum of 2 LCD Screen complete with all accessories required to complete the installation as per project

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 Repeater Panel shall be identical to

5 NSR 1 the Fire alarm Panel. All other specification shall remain unchanged like FACP. EN54 / Vds/UL Ea. 1,25,000 1250.00 1,26,250.00

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 monitor Electromagnetic interference and report to the panel -

6 NSR 30 current and average values. EMC safety for detector shall be 50 V/m. Shall be EN54/ VDs/ Ea. 3,850 38.50 3,888.50

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 elements in the loop in the event of a short circuit and to meet style

7 NSR 970 requirements. High resistance to electromagnetic effects in accordance with EFSG agreement Ea. 3,900 39.00 3,939.00

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 certification.

SITC of Response indicator for mounting on false ceiling at the entries of the cabin for indicating the

operation for detectors in the above areas including Backbox.

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 max. 100 m with extra width of up to

14 m ,Operating temperature range: -20 C to +55 C, Response sensitivity of 40%. Shall be EN54/ VDs/

SITC of Addessable Manual call point with IP rating of IP 67 and with inbuilt isolators as per NFPA

style 7 wiring requirements, with flexible network structures & necessary fixing arrangements with key

complete as required. Shall be EN 54 / 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 options & adjustable sound pressure by

11 NSR 28 levels, the sound pressure 92.1 dB(A), with flasher having Synchronized flash rate of 1 Hz and Light Ea. 6,500 65.00 6,565.00

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 7 wiring

requirements & with 32 different tone variants selection options with 4 different voice messages in

12 NSR 28 languages, the maximum sound pressure 95.4 dB(A) should be programmed from the panel. Shall be EN54 Ea. 12,500 125.00 12,625.00

/ 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 used for to activate Conventional

Sounder cum Strobe/Sounders/Strobes. Shall be EN54/ Vds Certification/UL

SITC of Addressable Control Relay Module with inbuilt isolators as per NFPA 72 style 7 wiring

requirements with a maximun switching current of 1A @ 30V DC. Relay Control module shall be used for

14 NSR 42 emergency control functions including shutting down Fire dampers in AHU's, tripping of AHU's, Fresh air Ea. 3,850 38.50 3,888.50

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

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

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 be UL Listed

SITC of 2 X 1.5 Sq.mm Fire Survival Armored Cable, for Fire Aalrm Device Looping & Power Supply.

19 NSR 8,000 Outer Sheth Red color. Mtrs. 155 1.55 156.55

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 Control Protocol (TCP) Layer 4. The

system shall support >100 simultaneous channels for music routing and making calls. A system based on a

20 7-10-132 1 single system controller shall support at least 120 system devices and 500 zones.The system controller shall Ea. 6,07,662 6076.62 6,13,738.62

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 indicators for voice alarm purposes.Dual Audio over IP‑network ports for

21 7-10-133 5 redundant network. The audio over IP should comply AES 67 standard for audio and AES 70 for control Ea. 5,26,672 5266.72 5,31,938.72

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 ]

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 54 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 loops.

All amplifier channels shall supervise the integrity of connected loudspeaker lines without interruption of

22 7-10-135 2 audio distribution.The amplifier shall provide front-panel LED status indications for the network link, Ea. 5,83,355 5833.55 5,89,188.55

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 Engineer ]

SITC of Uni-directional microphone on adjustable stem · Built-in plop and windshield ·Low susceptibility

to mobile phones · For acoustical challenging rooms. Microphone stem

Length 310 mm Maximum acoustic input level (dB SPL): 115 dB Microphone stem length (in): 12.21 in

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

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 Supplied with adjustable mounting bracket

26 7-10-103 5 Complies with international installation and safety regulations Ea. 9,288 92.88 9,380.88

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

27 NSR 1 SITC of Audio Source to play audio using Bluetooth, USB, DVD, FM, IP Streaming. Ea. 1,95,000 1950.00 1,96,950.00

SITC of 2 X 1.5 Sq.mm Fire Survival Armored Cable, for PA Device Looping & Power Supply. Outer Sheth

SITC of 42U 800mm X 800mm, equipment rack with all mountig accesories, power strip 2nos with

sockets M type, caster wheel with lock, front glass & rear perforated door, fan unit on top with 4 fans,

compleate with all required shelves for mounting.

Section 03.00 IP CCTV SURVILLENCE SYSTEM

INDOOR IR DOME CAMERA

SITC of Progressive scan CMOS 5MP, 1/2.8”, 2560 x 1920 pixels, IP Bullet IR, Cameras , Up to 30 fps @

30 NSR 152 1080P, Progressive scan CMOS, 3 to 10mm Verifocal, Colour: 0.08 lux at 33ms, B/W: 0.015 lux at 33ms, Ea. 22,950 229.50 23,179.50

and 0 Lux with IR On Range: Adaptive IR Illumination 50 Mtrs, ONVIF Profile S, Profile G, and Profile T

Conformant, IK10,BI Directional audio, UL listed, IP66 Rated casing etc. PoE+ Power.

OUTDOOR IR BULLET CAMERA

SITC of Progressive scan CMOS 5MP, 1/2.8”, 2560 x 1920 pixels, IP Bullet IR, Cameras , Up to 30 fps @

1080P, Progressive scan CMOS, 3 to 10mm Verifocal, Colour: 0.08 lux at 33ms, B/W: 0.015 lux at 33ms,

31 NSR 15 and 0 Lux with IR On Range: Adaptive IR Illumination 50 Mtrs, ONVIF Profile S, Profile G, and Profile T Ea. 24,150 241.50 24,391.50

Conformant, IK10,BI Directional audio, UL listed, IP66, IP67 Rated casing etc. PoE+ Power.

INDOOR IR BULLET CAMERA

SITC of Progressive scan CMOS 5MP, 1/2.8”, 2560 x 1920 pixels, IP Bullet IR, Cameras , Up to 30 fps @

1080P, Progressive scan CMOS, 3 to 10mm Verifocal, Colour: 0.08 lux at 33ms, B/W: 0.015 lux at 33ms,

32 NSR 12 and 0 Lux with IR On Range: Adaptive IR Illumination 50 Mtrs, ONVIF Profile S, Profile G, and Profile T Ea. 26,150 261.50 26,411.50

Conformant, IK10,BI Directional audio, UL listed, IP66, IP67 Rated casing etc. PoE+ Power.

NETWORK VIDEO RECORDER

SITC of 64 IP Channel Network Video Recorder supports up to 12MP Camera, 256 Uplink Throughput,

256 Downlink throughput, Having 8 SATA Slots , Each Having 16TB HDD Supports, RAID0/1/5/10

33 NSR 3 Supports, 2 Ports x Ethernet (RJ-45) 10/100/1000Mbps, 3 Ports (1x USB 3.0, 2x USB2.0), 2 Alarm Input Ea. 2,61,000 2610.00 2,63,610.00

and 1 Alarm output supports, ONVIF Compatible, Supports SMS & Email Notification,for 60 Days

compresion H.265.

SITC of Client Workstation with following configurations: Processor – Intel i7 12th Gen,

GHz,Memory – Minimum 16 GB,Hard disks – 512 GB SDD ,compatible OS for VMS, Network Card –

34 NSR 8 10Gbit/s network card,NVIDIA Graphic card of minimum 4 GB, Dual Port card for connecting Ea. 2,25,000 2250.00 2,27,250.00

minimum of 2 LCD Screen complete with all accessories required to complete the installation as per project

35 NSR 10 SITC of wall mount 55" Professional Display unit Full HD/4K high resolution diplay with 3XHDMI ports, Ea. 1,55,000 1550.00 1,56,550.00

2XUSB Ports, 1X3.5mm Jack, 1XExternal IR receiver etc.

Section 04.00 DATA , VOICE & WIRELESS ACCESS POINT SOLUTION

36 7-13-5 20,320 SITC of CAT6 UTP 23AWG Solid: Per Meter RMT 43 0.43 43.43

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

Supply, Installation, Testing & Commissioning of CAT 6A UTP Cable including laying, dressing,

termination, testing and commissioning of CAT 6A Unshielded Twisted Pair (UTP) cable suitable for data,

Wi-Fi and CCTV networking applications, complete with all necessary accessories such as ferrules, cable

ties, identification tags, saddles, clamps, sleeves, supports, etc., as required.

Supplying & erecting approved make Telephone Cable electrolytic copper conductor PE insulation twisted

in two pairs, & wrapped with FRLS PVC tape & sheathed with FRLS PVC or HFFR outer Jacket suitable

38 1-4-7 200 for telephone wiring & confirming to C-DOT erected in existing pipe. of following size of conductors & Mtr. 442 4.42 446.42

nos.of pairs. With necessary connections. [A] Conductor Size 0.5 mm (b) Armoured [Jelly Filled] (3) Fifty

Supplying & erecting approved make Telephone Cable electrolytic copper conductor PE insulation twisted

in two pairs, & wrapped with FRLS PVC tape & sheathed with FRLS PVC or HFFR outer Jacket suitable

39 1-4-7 300 for telephone wiring & confirming to C-DOT erected in existing pipe. of following size of conductors & Mtr. 867 8.67 875.67

nos.of pairs. With necessary connections. [A] Conductor Size 0.5 mm (b) Armoured [Jelly Filled] (4) One

SITC of O. F.Cable 06F Outdoor - Armoured Unitube SM - HDPE Sheath [Approved by Competent

Authority i.e. not Below the rank of Executive Engineer ]

SITC of Jack Cat 6 Keystone UTP

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of Face Plate - Dual (Keystone Jack,square)

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of CAT6 UTP 24AWG PATCH CORD:2M,Plug 30U' Snag less

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of CAT6 UTP 24AWG PATCH CORD:1M,Plug 30U' Snag less

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of Patch Panel Cat 6 UTP Keystone Type- 24 Port-Fully Loaded

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of 24 x 10/100/1000BASE-T PoE ports 4 x Gigabit RJ45/SFP Combo ports Advanced L2 switching

and security features L2+ Static Routing Optional “standard mode” or “surveillance mode” management

45 7-13-15 14 user interface 193 W PoE budget Ea. 31,680 316.80 31,996.80

[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 L2+ Static Routing Optional “standard mode” or “surveillance

46 7-13-14 18 mode” management user interface Ea. 15,247 152.47 15,399.47

[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 Redundant Power Supply (RPS) support MPLS L2VPM/L3 VPN support Full L3 routing

47 7-13-18 1 protocol support including OSPF, BGP, and ISIS for IPv4/IPv6 SDN-enabled switch, compatible with Ea. 6,41,524 6415.24 6,47,939.24

Openflow 1.3 10-GbE SFP+ to SFP+ 1M Direct Attach Cable [Approved by Competent Authority i.e. not

Below the rank of Executive Engineer ]

Supply, Installation, Testing and Commissioning of Core Switch - 4 slots modular chassis architecture,

redundant power supply, redundant fans, advanced Layer 3 features, switch virtualization and high

48 NSR 1 availability for CPU and switch fabric modules. Switch should have 24 ports of SFP+ ports as line cards, Ea. 19,00,000 19000.00 19,19,000.00

a) 1 X 24-port 10/100/1000 RJ45 Ethernet Interface Module

b) 1 X 24-port 10G Ethernet SFP Interface Module

SITC of Maximum distance of up to 10 km Hot-pluggable Single-mode fiber 1000BASE-LX (IEEE 802.3z

standard) Duplex LC connectorMSA, 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 upto 100WIFI

50 NSR 1 access point & 500 Users simultaniously. Ea. 5,50,000 5500.00 5,55,500.00

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 802.11b/g/n (300Mbps) and

51 NSR 60 802.11ac (867Mbps); AP should be upgradable to Integrated Bluetooth radio; AP should have 1 Gigabit Ea. 65,000 650.00 65,650.00

port, 1 Management Console Port with License, Embaded control for security policy is must.

SITC of LIU 12 PORT Rack Mount - Loaded (LC) SM

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of PIGTAIL LC SM SIMPLEX LENGTH- 1m

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

SITC of PATCH CORD LC-LC SM DUPLEX LENGTH- 3m

[Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

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 &

55 7-1-2(E) 1 Call Transfer, Call transfer while Ringing with Voice Guide System, (DISA), Caller ID (CLI), CLI Base Ea. 1,72,878 1728.78 1,74,606.78

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 : 512, Operators Console -

Compatible : ISDN and Networking

Providing and erecting add on Digital line card suitable for existing system of following ports [Approved

by Competent Authority i.e. not Below the rank of Executive Engineer ] (b) 16 port

Providing & erecting main Distribution (MDF) indoor type, back mounted frame as per DoT standard

57 1-4-9 1 approved with krone strips Ea. 3,409 34.09 3,443.09

(d) Suitable for 100 pair

Providing & erecting main Distribution (MDF) indoor type, back mounted frame as per DoT standard

58 1-4-9 1 approved with krone strips Ea. 6,352 63.52 6,415.52

(e) Suitable for 200 pair

SITC OF 50 Port Telephone Patch panel with RJ-45/12 termination, compleate with mounting accesories.

Supplying & erecting push button type telephone instrument having speaker phone Caller ID & hands free

59 7-1-7 254 dialing system & 30 memories with display system Single line [[Approved by Competent Authority i.e. not Ea. 560 5.60 565.60

Below the rank of Executive Engineer ]

Supplying & erecting push button type telephone instrument having speaker phone Caller ID & speaker

58 7-1-7(a) 10 phone with one touch memory (min.6 nos.)& 99 memories with display system Single line [[Approved by Ea. 890 8.90 898.90

Competent Authority i.e. not Below the rank of Executive Engineer ]

Providing & Erecting approved make following size of TV Co-axial flexible cable comprising inner

conductor of solid bare copper insulated with Foam PE & Secondary conductor made of poly - Aluminium

60 1-4-6 500 film bonded Al. Braids @ suitable coverage overall sheathed with black PVC insulation. Mtr. 39 0.39 39.39

Providing & Erecting approved make following size of TV Co-axial flexible cable comprising inner

conductor of solid bare copper insulated with Foam PE & Secondary conductor made of poly - Aluminium

59 1-4-6 100 film bonded Al. Braids @ suitable coverage overall sheathed with black PVC insulation. Mtr. 62 0.62 62.62

Providing following type of Modular Type Accessories mounted with PVC / metallic/Wooden box, single

mounting base frame covered with textured / metallic/white front plate , modules erected with necessary

connections as per site situation directed by Engineer In charge.

(4) TV Co-axial Socket outlet Cat.III

SITC of 42U Rack of complete with top mount FAN assembly, 2Nos. Power Strip each with 5Nos. 6/16

Amp Nos. Shuttered socket with 16AMP Plug & MCB & Energy Monitoring on Modbus Rs485, 3 Nos.

60 NSR 3 Horizontal Cable Manager, 1 Nos Shelf, network rack with all accessories. Ea. 52,000 520.00 52,520.00

SITC of 15U Rack of 600MM X 600MM Size, complete with top mount FAN assembly, 2Nos. Power Strip

each with 5Nos. 6/16 Amp Nos. Shuttered socket with 16AMP Plug & MCB & Energy Monitoring on

Modbus Rs485, 3 Nos. Horizontal Cable Manager, 1 Nos Shelf, network rack with all accessories.

ACCESS CONTROL SYSTEM

SMART FACE READER

Supply Installation Testing and Commissioning of Face, Smart Card and PIN based door controller with

OSDP protocol, support Mask Detection, support 50,000 Face in 1:N mode, support 50,000 image logs and

50,00,000 text logs, support AES 256 bit encryption of face template, support operating illuminance with

minimum 0 lux (pitch dark) and maximum 75,000 lux (broad daylight), support live face detection with

62 NSR 12 antispoofing against photograph and video, support 1 in 1000 Crore FAR (false acceptance rate), support No. 18,500 185.00 18,685.00

EM Prox,FeliCa, Mifare and DESfire with Card Module, support minimum 7" IPS LCD Display with

Capacitive Touchscreen, support 1.8 GHz Dual Core + 1.4 GHz Quad Core CPU and 16GB Flash + 2GB

RAM memory, Support secure TLS 1.2 communication with Ethernet, Support Interface with Exit Switch,

Door lock relay, Reader Interface types RS 485 with OSDP, and Wiegand IN/OUT, with Speakers, IP65

certified, support thermal camera integration.

Supply Installation Testing and Commissioning of Electromagnatic type / Door Strick Type Door Lock of

equivivalant of 600LBS. Compleate with all required mounting accessories for mounting on glass / metal /

DOOR POSITION SENSOR

64 NSR 12 Supply Installation Testing and Commissioning of concealed type door position sensor to moniro door No. 450 4.50 454.50

EMERGENCY DOOR RELEASE SWITCH

65 NSR 12 Supply Installation Testing and Commissioning of Emergency door release switch for Exit from controlled No. 1,650 16.50 1,666.50

area incase of emergency situation.

PUSH TYPE DOOR RELEASE SWITCH

66 NSR 12 Supply Installation Testing and Commissioning of Push Type Door release switch on table for allowing No. 1,650 16.50 1,666.50

access to area.

CONTROLLER - MASTER

Supply, Installation, Testing & Commissioning IP based Access controller for (2 Readers, 8 Inputs,

Outputs),With IP54 Panel to mount master/slave controllers & modules power supply modules etc,

cardholder capacity, 50,000 transaction buffer, Supports total of 1 RS-485 IO protocols, 255 access levels

67 NSR 1 per cardholder, Cardholder - 19 Digit (64 Bit) User ID with 15 digit PIN MAX, Activation/Deactivation, No. 33,000 330.00 33,330.00

If/Then macro capabilities Anti-passback support, Nested, area, hard, soft and timed forgiveness, Adjustable

cardholder capacity, Supports up to 520 inputs and 516 outputs. operating voltage - 12 to 24 Vdc ± 10 %,

500 mA maximum.

CONTROLLER - DOOR MODULE

Supply, Installation, Testing & Commissioning of Access controller dooe module for 2 Reader,

communication over RS-485, operating voltage - 12-24 Vdc +/- 10%, 550mA maximum. To be considered

with required power supply module. Dedicated: Tamper and Power Monitor input.

ACCESS CONTROL SOFTWARE

Supply, Installation, Testing & Commissioning of Access Control Software having following features,

Comprehensive Access Control Management, for unlimited users supports, with number of doors

number of connected devices can be expandable up to 1000, maximum number of of acccess levels

maximum number of access groups 2048, maximum number of access Groups per user 16, maximum

69 NSR 1 number of access levels per access Group 128, supports access group auto-synchronisation, maximum 8 No. 4,65,000 4650.00 4,69,650.00

cards per user, maximum 10 numbers of fingerprints per user, supports user auto synchronisation, support

AOC-Access-on-Card, supports security credential cards, supports inactivation user reports, supports

custom fields, supports elevator access control of 192 floors per elevator, supports anti passback interlock

zone, muster zone, scheduled lock or unlock access.

ACCESS CONTROL SERVER

Supply Installation Testing and Commissioning of Minimum specs of Intel Xeon E5 2620 V2 (Octa

Core)3.10 GHz, 15 Mb 1600 MHz, 16 GB RAM, 1TB HDD, MULTI BURNER; RAID 01 in built (M5110e

70 NSR 1 card) ,1TB GB 10K 6Gbps SAS 2.5" SFF G2HS HDD,QLogic 8Gb FC Dual-port HBA for IBM No. 2,27,500 2275.00 2,29,775.00

System x,Microsoft Windows Server Standard, complet asper VMS applicationrequirement and tender

specification. Vendor to confirm and offer requried specification of server to match functional requirement

as per tender specifications.

ACCESS CONTROL OPERATOR STATION

Supply Installation Testing and Commissioning of Client Workstation with following configurations:

71 NSR 1 Processor – Intel i7 4770K/ 3.10 GHz,Memory – Minimum 8 GB,Hard disks – 120 GB SATA at 7200 No. 1,27,500 1275.00 1,28,775.00

rpms,compatible OS for VMS, Network Card – 2Gbit/s network card,NVIDIA Graphic card of 4 GB.

72 NSR 1,200 Supply Installation Testing and Commissioning of 8 Core 0.5 Sq mm Screend Cable for Access Control No. 165 1.65 166.65

Supply Installation Testing and Commissioning of Attendence reader for staff - FACE + BIOMATRIX +

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, 16 GB

74 NSR 1 RAM,1TBHardDiskdrive,DVDR/RW,DualLANcard, 2GBDualVideo Ea. 1,50,000 1500.00 1,51,500.00

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,recordingalarmsandprovidingsystemreports.

A hardcopymulti-colorgraphicslaserprinter (compactable A4printer)

forrecordinggraphicdisplaysandassociated dynamic data.

76 NSR 1 OFC Ethernet Switches (One number Hub/Switch not less than 24-port 10/100 Duel Speed port-up to LOT. 1,50,000 1500.00 1,51,500.00

200Mbps) Ethernet switches, 100 base TX, 8 port Miscellaneous Network components

Supply, Installation, Testing & Commissioning of Portable Engineering Workstation / Notebook PC suitable

for PLC/SCADA programming, configuration, diagnostics and monitoring applications, comprising latest

generation Intel Core i7 processor (minimum 3.0 GHz or higher), minimum 16 GB DDR RAM, minimum

TB SSD storage, 24” LED higher Full HD anti-glare color display, integrated Wi-Fi, Bluetooth and LAN

connectivity, USB optical mouse, inbuilt webcam and audio system, preloaded genuine Windows

77 NSR 1 Professional operating system, complete with licensed office utility software, rechargeable battery with Ea. 1,45,000 1450.00 1,46,450.00

minimum 6 hours backup, power adapter, carry backpack/hand bag and all required accessories, suitable for

remote programming, ladder logic development, debugging, online monitoring and data handling for

industrial automation systems, complete as required.

78 NSR 1 BMS Software for E&MforHMI,Event& Alarm, PLC LogicDevelopmentandDebuggingetc. SET 3,50,000 3500.00 3,53,500.00

asperspecificationand support dual display workstation.

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 other

devices as required to meet tender specification & functional requirement.

PLCProgrammedsoftwareforPLClogicdevelopmentanddebuggingforusewithcompatiblePersonalComputer,

Manufacturer shall provide.

IntegratedRemoteI/OBusManager,96-

wordBasememory,1000I/Ocapacity,64processchannels:1Nos,6slotCPU rack.

79 NSR 1 Al Module as per Signal list with necessary spare I/O consideration. (As per I/O Assignment) Lot. 2,50,000 2500.00 2,52,500.00

80 NSR 1 DI Module as per Signal list with necessary spare I/O consideration. (As per I/O Assignment) Lot. 4,50,000 4500.00 4,54,500.00

81 NSR 1 DO Module as per Signal list with necessary spare I/O consideration. (As per I/O Assignment) Lot. 1,25,000 1250.00 1,26,250.00

82 NSR 1 AO Module l as per Signal list with necessary spare I/O consideration. (As per I/O Assignment) Lot. 1,75,000 1750.00 1,76,750.00